Publikationer av Stefan Larsson

Refereegranskade

Artiklar

[1]

E. Olsson et al., "A numerical framework for modelling settlements of railway ballast layers," TRANSPORTATION GEOTECHNICS, vol. 44, 2024.

[2]

M. Tidlund, J. Spross och S. Larsson, "Observational method as risk management tool : the Hvalfjörður tunnel project, Iceland," Georisk : Assessment and Management of Risk for Engineered Systems and Geohazards, vol. 17, no. 2, s. 346-360, 2023.

[3]

A. Ahmad, S. Larsson och C. Wersäll, "Scaling granular material with polygonal particles in discrete element modeling," Particuology, vol. 75, s. 151-164, 2023.

[4]

S. Hov och S. Larsson, "Strength and Stiffness Properties of Laboratory-Improved Soft Swedish Clays," INTERNATIONAL JOURNAL OF GEOSYNTHETICS AND GROUND ENGINEERING, vol. 9, no. 1, 2023.

[5]

A. Abbaszadeh Shahri, C. Shan och S. Larsson, "A Novel Approach to Uncertainty Quantification in Groundwater Table Modeling by Automated Predictive Deep Learning," Natural Resources Research, vol. 31, no. 3, s. 1351-1373, 2022.

[6]

A. Ghaderi, A. A. Shahri och S. Larsson, "A visualized hybrid intelligent model to delineate Swedish fine-grained soil layers using clay sensitivity," Catena (Cremlingen. Print), vol. 214, s. 106289, 2022.

[7]

A. Draganovic et al., "Ultrasonic dispersion of hard dispersed ultrafine milled cement-based grout for water sealing of fractured hard rock," Construction and Building Materials, vol. 317, 2022.

[8]

R. de Frias Lopez, S. Larsson och J. Silfwerbrand, "Discrete element modelling of rockfill railway embankments," Granular Matter, vol. 23, no. 3, 2021.

[9]

S. Hov, A. Prästings och S. Larsson, "On Empirical Correlations for Normalised Shear Strengthsfrom Fall Cone and Direct Simple Shear Tests in SoftSwedish Clays," Geotechnical and Geological Engineering, vol. 39, no. 7, s. 4843-4854, 2021.

[10]

J. Spross och S. Larsson, "Probabilistic observational method for design of surcharges on vertical drains," Geotechnique, vol. 71, no. 3, s. 226-238, 2021.

[11]

J. Spross, N. Bergman och S. Larsson, "Reliability-based verification of serviceability limit states of dry deep mixing columns," Journal of Geotechnical and Geoenvironmental Engineering, vol. 147, no. 3, 2021.

[12]

A. A. Shahri et al., "Spatial distribution modeling of subsurface bedrock using a developed automated intelligence deep learning procedure : A case study in Sweden," Journal of Rock Mechanics and Geotechnical Engineering, vol. 13, no. 6, s. 1300-1310, 2021.

[13]

A. Abbaszadeh Shahri, S. Larsson och C. Renkel, "Artificial intelligence models to generate visualized bedrock level : a case study in Sweden," Modeling Earth Systems and Environment, vol. 6, no. 3, s. 1509-1528, 2020.

[14]

A. Abbaszadeh Shahri, S. Larsson och C. Renkel, "Correction to : Artificial intelligence models to generate visualized bedrock level: a case study in Sweden (Modeling Earth Systems and Environment, (2020), 6, 3, (1509-1528), 10.1007/s40808-020-00767-0)," Modeling Earth Systems and Environment, vol. 6, no. 4, 2020.

[15]

A. Draganovic et al., "Dispersion of microfine cement grout with ultrasound and conventional laboratory dissolvers," Construction and Building Materials, vol. 251, 2020.

[16]

D. Wang et al., "Effect of basalt fiber inclusion on the mechanical properties and microstructure of cement-solidified kaolinite," Construction and Building Materials, vol. 241, 2020.

[17]

W. Bjureland et al., "Influence of spatially varying thickness on load-bearing capacity of shotcrete," Tunnelling and Underground Space Technology, vol. 98, 2020.

[18]

R. Ignat et al., "Numerical analyses of an experimental excavation supported by panels of lime-cement columns," Computers and geotechnics, vol. 118, 2020.

[19]

C. Wersäll, I. Nordfelt och S. Larsson, "Roller compaction of rock-fill with automatic frequency control," Proceedings of the Institution of Civil Engeneers : Geotechnical Engineering, vol. 173, no. 4, s. 339-347, 2020.

[20]

R. de Frias Lopez, S. Larsson och J. Silfwerbrand, "A discrete element material model including particle degradation suitable for rockfill embankments," Computers and geotechnics, vol. 115, 2019.

[21]

A. Ghaderi, A. Abbaszadeh Shahri och S. Larsson, "An artificial neural network based model to predict spatial soil type distribution using piezocone penetration test data (CPTu)," Bulletin of Engineering Geology and the Environment, vol. 78, no. 6, s. 4579-4588, 2019.

[22]

A. Prästings, J. Spross och S. Larsson, "Characteristic values of geotechnical parameters in Eurocode 7," Proceedings of the Institution of Civil Engeneers : Geotechnical Engineering, vol. 172, no. 4, s. 301-311, 2019.

[23]

S. Larsson, "Editorial," Proceedings of the Institution of Civil Engeneers : Geotechnical Engineering, vol. 172, no. 2, s. 111-112, 2019.

[24]

D. Wang et al., "Elevated curing temperature-associated strength and mechanisms of reactive MgO-activated industrial by-products solidified soils," Marine georesources & geotechnology, 2019.

[25]

A. Abbaszadeh Shahri et al., "Landslide susceptibility hazard map in southwest Sweden using artificial neural network," Catena (Cremlingen. Print), vol. 183, 2019.

[26]

W. Bjureland et al., "Probability distributions of shotcrete parameters for reliability-based analyses of rock tunnel support," Tunnelling and Underground Space Technology, vol. 87, s. 15-26, 2019.

[27]

R. Ignat et al., "Triaxial extension and tension tests on lime-cement-improved clay," Soils and Foundations, vol. 59, no. 5, s. 1399-1416, 2019.

[28]

A. Wonglert et al., "Bearing capacity and failure behaviors of floating stiffened deep cement mixing columns under axial load," Soils and Foundations, vol. 58, no. 2, s. 446-461, 2018.

[29]

C. Wersäll, I. Nordfelt och S. Larsson, "Resonant roller compaction of gravel in full-scale tests," Transportation Geotechnics, vol. 14, s. 93-97, 2018.

[30]

W. Bjureland et al., "Challenges in applying fixed partial factors to rock engineering design," Geotechnical Special Publication, no. 283, s. 384-393, 2017.

[31]

M. Lingwanda et al., "Comparison of geotechnical uncertainties linked to different soil characterization methods," Geomechanics and Geoengineering, vol. 12, no. 2, s. 137-151, 2017.

[32]

A. Prästings et al., "Erratum: : Implementing the Extended Multivariate Approach in Design with Partial Factors for a Retaining Wall in Clay" by Anders Prästings, Johan Spross, Rasmus Müller, Stefan Larsson, William Bjureland, and Fredrik Johansson (ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering (1983) (257–277) DOI; 10.1061/AJRUA6.0000918)," ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, vol. 6, no. 2, 2017.

[33]

A. Prästings et al., "Implementing the Extended Multivariate Approach in Design with Partial Factors for a Retaining Wall in Clay," ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, vol. 3, no. 4, 2017.

[34]

W. Bjureland et al., "Reliability aspects of rock tunnel design with the observational method," International Journal of Rock Mechanics And Mining Sciences, vol. 98, s. 102-110, 2017.

[35]

C. Wersäll, I. Nordfelt och S. Larsson, "Soil compaction by vibratory roller with variable frequency," Geotechnique, vol. 67, no. 3, s. 272-278, 2017.

[36]

A. Nejad Ghafar et al., "Uncertainties in Grout Penetrability Measurements; Evaluation and Comparison of Filter pump, Penetrability meter and Short slot," Geotechnical and Geological Engineering, 2017.

[37]

A. Nejad Ghafar et al., "Varying aperture long slot (VALS), a method for studying grout penetrability into fractured hard rock," ASTM geotechnical testing journal, vol. 40, no. 5, s. 871-882, 2017.

[38]

A. Nejad Ghafar et al., "An Experimental Approach to the Development of Dynamic Pressure to Improve Grout Spread," Rock Mechanics and Rock Engineering, vol. 49, no. 9, s. 3709-3721, 2016.

[39]

R. Ignat et al., "Behavior of braced excavation supported by panels of deep mixing columns," Canadian geotechnical journal (Print), vol. 53, no. 10, s. 1671-1687, 2016.

[40]

A. Krounis et al., "Influence of cohesive strength in probabilstic sliding stability re-assessment of concrete dams," Journal of Geotechnical and Geoenvironmental Engineering, vol. 143, no. 2, 2016.

[41]

A. Palmén et al., "Low-temperature calcite precipitation in sand using CIPS," Ground Improvement, vol. 169, no. 1, s. 36-41, 2016.

[42]

A. Prästings, S. Larsson och R. Müller, "Multivariate approach in reliability-based design of a sheet pile wall," Transportation Geotechnics, vol. 7, s. 1-12, 2016.

[43]

R. Müller, S. Larsson och J. Spross, "Multivariate stability assessment during staged construction," Canadian geotechnical journal (Print), vol. 53, no. 4, s. 603-618, 2016.

[44]

J. Place et al., "On using the thin fluid-layer approach at ultrasonic frequencies for characterising grout propagation in an artificial fracture," International Journal of Rock Mechanics And Mining Sciences, vol. 89, s. 68-74, 2016.

[45]

A. Krounis, F. Johansson och S. Larsson, "Shear strength of partially bonded concrete-rock interfaces for application in dam stability analyses," Rock Mechanics and Rock Engineering, vol. 49, no. 7, s. 2711-2722, 2016.

[46]

A. Abbaszadeh Shahri, S. Larsson och F. Johansson, "Updated relations for the uniaxial compressive strength of marlstones based on P-wave velocity and point load index test," INNOVATIVE INFRASTRUCTURE SOLUTIONS, vol. 1, no. 1, 2016.

[47]

A. Abbaszadeh Shahri, S. Larsson och F. Johansson, "CPT-SPT correlations using artificial neural network approach : A Case Study in Sweden," Electronic Journal of Geotechnical Engineering, vol. 20, no. 28, s. 13439-13460, 2015.

[48]

M. Lingwanda, S. Larsson och D. Nyaoro, "Correlations of SPT, CPT and DPL data for sandy soil in Tanzania," Geotechnical and Geological Engineering, vol. 33, no. 5, s. 1221-1233, 2015.

[49]

S. Larsson et al., "Discussion of "Numerical Modeling of Geotextile-Reinforced Embankments over Deep Cement Mixed Columns Incorporating Strain-Softening Behavior of Columns" by N. N. S. Yapage, D. S. Liyanapathirana, H. G. Poulos, R. B. Kelly, and C. J. Leo," International Journal of Geomechanics, vol. 15, no. 4, 2015.

[50]

A. Krounis Guerrero, F. Johansson och S. Larsson, "Effects of spatial variation in cohesion over the concrete-rock interface on dam sliding stability," Journal of Rock Mechanics and Geotechnical Engineering, vol. 7, no. 6, s. 659-667, 2015.

[51]

B. Westerberg, R. Müller och S. Larsson, "Evaluation of undrained shear strength of Swedish fine-grainedsulphide soils," Engineering Geology, vol. 188, s. 77-87, 2015.

[52]

C. Wersäll et al., "Frequency Variable Surface Compaction of Sand Using Rotating Mass Oscillators," ASTM geotechnical testing journal, vol. 38, no. 2, s. 198-207, 2015.

[53]

S. Larsson och N. Bergman, "Probabilistic design of dry deep mixing using an observational approach," Ground Improvement, vol. 168, no. 4, s. 300-311, 2015.

[54]

R. Ignat et al., "Two- and three-dimensional analyses of excavation support with rows of dry deep mixing columns," Computers and geotechnics, vol. 66, s. 16-30, 2015.

[55]

N. Bergman och S. Larsson, "Comparing column penetration and total–sounding data for lime–cement columns," Ground Improvement, vol. 167, no. 4, s. 249-259, 2014.

[56]

R. Müller, S. Larsson och J. Spross, "Extended multivariate approach for uncertainty reduction in the assessment of undrained shear strength in clays," Canadian geotechnical journal (Print), vol. 51, no. 3, s. 231-245, 2014.

[57]

J. Spross och S. Larsson, "On the observational method for groundwater control in the Northern Link tunnel project, Stockholm, Sweden," Bulletin of Engineering Geology and the Environment, vol. 73, no. 2, s. 401-408, 2014.

[58]

A. Prästings, R. Müller och S. Larsson, "The observational method applied to a high embankment founded on sulphide clay," Engineering Geology, vol. 181, s. 112-123, 2014.

[59]

M. Al-Naqshabandy och S. Larsson, "Effect of Uncertainties of Improved Soil Shear Strength on the Reliability of Embankments," Journal of Geotechnical and Geoenvironmental Engineering, vol. 139, no. 4, s. 619-632, 2013.

[60]

J. Spross, F. Johansson och S. Larsson, "On the use of pore pressure measurements in safety reassessments of concrete dams founded on rock," Georisk : Assessment and Management of Risk for Engineered Systems and Geohazards, vol. 8, no. 2, s. 117-128, 2013.

[61]

C. Wersäll och S. Larsson, "Small-Scale Testing of Frequency-Dependent Compaction of Sand Using a Vertically Vibrating Plate," ASTM geotechnical testing journal, vol. 36, no. 3, s. 394-403, 2013.

[62]

R. Müller, S. Larsson och B. Westerberg, "Stability for a high embankment founded on sulphide clay," Proceedings of the Institution of Civil Engeneers : Geotechnical Engineering, vol. 166, no. 1, s. 31-48, 2013.

[63]

N. Bergman, M. S. Al-Naqshabandy och S. Larsson, "Variability of strength and deformation properties in lime-cement columns evaluated from CPT and KPS measurements," Georisk : Assessment and Management of Risk for Engineered Systems and Geohazards, vol. 7, no. 1, s. 21-36, 2013.

[64]

M. S. Al-Naqshabandy, N. Bergman och S. Larsson, "Effect of spatial variability of the strength properties in lime-cement columns on embankment stability," Geotechnical Special Publication, vol. 228, s. 231-242, 2012.

[65]

S. Larsson et al., "Finite element modelling of laterally loaded lime-cement columns using a damage plasticity model," Computers and geotechnics, vol. 44, s. 48-57, 2012.

[66]

R. Müller och S. Larsson, "Hydraulic Conductivity and Coefficient of Consolidation of Two Sulphide Clays in Sweden," Geotechnical and Geological Engineering, vol. 30, no. 1, s. 173-186, 2012.

[67]

M. S. Al-Naqshabandy, N. Bergman och S. Larsson, "Strength variability in lime-cement columns based on CPT data," Ground Improvement, vol. 165, no. 1, s. 15--30, 2012.

[68]

S. Larsson, M. Rothhämel och G. Jacks, "A laboratory study on strength loss in kaolin surrounding lime-cement columns," Applied Clay Science, vol. 44, no. 1-2, s. 116-126, 2009.

[69]

S. Larsson, M. Dahlström och B. Nilsson, "A complementary field study on the uniformity of lime-cement columns for deep mixing," Ground Improvement, vol. 9, no. 2, s. 67-77, 2005.

[70]

S. Larsson, H. Stille och L. Olsson, "On horizontal variability in lime-cement columns in deep mixing," Geotechnique, vol. 55, no. 1, s. 33-44, 2005.

[71]

S. Larsson, M. Dahlström och B. Nilsson, "Uniformity of lime-cement columns for deep mixing : A field study," Ground Improvement, vol. 9, no. 1, s. 1-15, 2005.

[72]

M. Axelsson och S. Larsson, "Column penetration tests for lime-cement columns in deep mixing - experiences in Sweden," Geotechnical Special Publication, vol. 120, s. 681-694, 2003.

[73]

S. Larsson, "Binder distribution in lime-cement columns," Ground Improvement, vol. 5, no. 3, s. 111-122, 2001.

Konferensbidrag

[74]

I. Samuelsson, J. Spross och S. Larsson, "Assessment of climate impact and costs comparing two railway embankment fill methods," i Proceedings The Fifth International Conference on New Developments in Soil Mechanics and Geotechnical Engineering, 2023, s. 181-189.

[75]

C. Cannizzaro et al., "Effect of Uncertainty in Design Decisions for Driven Piles in Soil with High Boulder Content," i GEO-RISK 2023 : ADVANCES IN MODELING UNCERTAINTY AND VARIABILITY, 2023, s. 268-276.

[76]

C. Cannizzaro et al., "Limitations Of The Current Approach For Assessmentof Pile Drivability In Soil With High Boulder Content," i GRUNDLÄGGNINGSDAGEN 2023, 2023, s. 137-145.

[77]

J. Spross, S. Hintze och S. Larsson, "Optimization of LCC for soil improvement using Bayesian statistical decision theory," i Proceedings of the 8th International Symposium on Reliability Engineering and Risk Management, 2022, s. 392-397.

[78]

S. Larsson, G. Nilsson och N. Jelisic, "Development of soil-rock total sounding for production control of dry deep mixing columns," i Deep Mixing - An Online Conference, 2021, s. 8 p.

[79]

I. Samuelsson, S. Larsson och J. Spross, "Life cycle assessment and life cycle cost analysis for geotechnical engineering: review and research gaps," i IOP Conference Series: Earth and Environmental Science, 2021.

[80]

S. Larsson, "The Nordic dry deep mixing method: Best practice and lessons learned," i Deep Mixing - An Online Conference, 2021, s. 30 p.

[81]

J. Spross, N. Bergman och S. Larsson, "Toward reliability based serviceability limit state verification of dry deep mixing columns," i Proceedings of the DFI Deep Mixing Conference 2021 - An online conference, 2021, s. 174-183.

[82]

A. N. Ghafar, A. Draganovic och S. Larsson, "A laboratory study on grouting in vibratory host rock," i ISRM 9th Nordic Grouting Symposium, NGS 2019, 2020, s. 131-138.

[83]

A. N. Ghafar et al., "On using dynamic grouting to improve grout spread in an artificial fracture," i ISRM International Symposium - EUROCK 2020, 2020.

[84]

J. Spross, A. Prästings och S. Larsson, "Probabilistic evaluation of settlement monitoring with the observational method during construction of embankments on clay," i Proceedings of the 7th International Symposium on Geotechnical Safety and Risk (ISGSR 2019) : State-of-the-Practice in Geotechnical Safety and Risk, 2019.

[85]

C. Wersäll, I. Nordfelt och S. Larsson, "Roller compaction of rock-fill with automatic frequency control," i Proceedings of the Anniversary Symposium – 40 Years of Roller Integrated Continuous Compaction Control (CCC), 2018.

[86]

S. Larsson och B. B. Broms, "Shear box model tests with lime/cement columns - Some observations of failure mechanisms," i ISRM International Symposium 2000, IS 2000, 2018.

[87]

A. Nejad Ghafar et al., "Application of Low-Frequency Rectangular Pressure Impulse in Rock Grouting," i Grouting 2017 : Grouting, Drilling, and Verification, 2017, s. 104-113.

[88]

A. Prästings, S. Larsson och R. Müller, "Optimizing geotechnical site-investigations," i Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering, Seoul 2017, 2017, s. 639-642.

[89]

C. Wersäll och S. Larsson, "Influence of force ratio and frequency on vibratory surface compaction," i Geotechnics for Sustainable Infrastructure Development, 2016.

[90]

C. Kardan et al., "Influence of operator performance on quality of CPTu results," i Challenges in Nordic Geotechnic, 2016, s. 153-158.

[91]

S. Larsson et al., "Correlation between Undrained Shear Strength in Dry Deep Mixing Columns and Unimproved Soft Soil," i Proceedings of the Deep Mixing 2015 Conference, 2015, s. 573-580.

[92]

R. Ignat, S. Baker och S. Larsson, "Field test of braced excavation supported wth rows of dry deep mixing columns," i Proceedings of the Deep Mixing 2015 Conference, 2015, s. 573-580.

[93]

S. Larsson et al., "A case study on the effect of using surcharge fill as a complement to ground improvement with dry deep mixing," i DFI/EFFC International Conference on Piling and Deep Foundations (Sweden/EU),May 21-23 in Stockholm, Sweden, 2014.

[94]

C. Wersäll, S. Larsson och A. Bodare, "Dynamic response of vertically oscillating foundations at large strain," i Computer Methods and Recent Advances in Geomechanics - Proceedings of the 14th Int. Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014, 2014, s. 643-647.

[95]

N. Bergman, R. Ignat och S. Larsson, "Serviceability Limit State design of lime-cement columns - A reliability-based design approach," i Geotechnical Safety and Risk IV - Proceedings of the 4th International Symposium on Geotechnical Safety and Risk, ISGSR 2013, 2014, s. 417-422.

[96]

J. Spross et al., "Towards an improved observational method," i Rock Engineering and Rock Mechanics : Structures in and on Rock Masses - Proceedings of EUROCK 2014, ISRM European Regional Symposium, 2014, s. 1435-1440.

[97]

R. Müller och S. Larsson, "Aspects on the modelling of smear zones around vertical drains," i Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013, 2013, s. 2965-2968.

[98]

J. Spross, F. Johansson och S. Larsson, "Reducing uplift pressure uncertainty with measurements under concrete dams," i Proceedings ICOLD 2013 International Symposium, 2013, s. 2551-2560.

[99]

M. Al-Naqshabandy och S. Larsson, "Partial factor design for a highway embankment founded on lime-cement columns," i ISSMGE – TC 211 International Symposium on Ground Improvement IS-GI Brussels, 2012, s. 3-12.

[100]

R. Müller och S. Larsson, "Veda trial embankment-comparison between measured and calculated deformations and pore pressure development," i GEOTECHNICS OF SOFT SOILS - FOCUS ON GROUND IMPROVEMENT, 2009, s. 405-410.

[101]

C. With, S. Larsson och A. Bodare, "Lime-cement columns as wave barrier against train-induced vibrations," i Geotechnical Engineering in Urban Environments : Proceedings of the 14th European Conference on Soil Mechanicsand Geotechnical Engineering, 2007, s. 1397-1401.

[102]

S. Larsson och M. Kosche, "A laboratory study on the transition zone around lime-cement columns," i Proceedings of the International Conference on Deep Mixing : Best Practice and Recent Advances, 2005, s. 111-118.

[103]

S. Larsson och L. Nilsson, "Findings of the work on influencing factors on the installation process for lime-cement columns," i Proceedings of the International Conference on Deep Mixing : Best Practice and Recent Advances, 2005, s. 561-569.

[104]

S. Larsson, "On the use of CPT for quality assessment of lime-cement columns," i Proceedings of the International Conference on Deep Mixing : Best Practice and Recent Advances, 2005, s. 555-560.

[105]

S. Larsson, "State of Practice Report : Execution, monitoring and quality control," i Proceedings of the International Conference on Deep Mixing : Best Practice and Recent Advances, 2005, s. 732-785.

[106]

S. Larsson, M. Axelsson och S.-E. Rehnman, "On the assessment of the mixing quality whenusing the dry jet mixing method," i Proceedings of the 4th GIGS, Int. Conf. on Ground Impr. Geosystems, 2000, s. 99-108.

[107]

S. Larsson och B. Broms, "Shear box model tests with lime/cement columns -some observations of failure mechanisms," i GeoEng 2000, 2000, s. CD-Rom-6p.

[108]

S. Larsson, S.-E. Rehnman och M. Walter, "Laboratory method for design and development ofthe dry jet mixing method," i Geotechnical Engineering for Transportation Infrastructure: Theory and Practice, Planning and Design, Construction and Maintenance, 1999, s. 1533-1538.

[109]

S. Larsson, "Shear box apparatus for modelling chemicalstabilised soil - introductory tests," i Dry Mix Methods for Deep Soil Stabilization, 1999, s. 115-121.

[110]

S. Larsson, "The mixing process at the dry jet mixing method," i Dry Mix Methods for Deep Soil Stabilization, 1999, s. 339-346.

Icke refereegranskade

Artiklar

[111]

J. Stener et al., "Dimensionering av korta pålar – pelare eller pålar med sidomotstånd?," Bygg och Teknik, no. 1, s. 20-23, 2023.

[112]

K. Norberg et al., "Effektiv utformning av övergångszoner : – mot ett minskat underhållsbehov av ballastfria spår," Bygg och Teknik, no. 1, s. 30-33, 2023.

[113]

I. Samuelsson et al., "Geoteknik ur ett livscykelperspektiv," Husbyggaren, no. 1, s. 17-20, 2023.

[114]

A. Håård et al., "Tågtrafik i ”överjordshastighet”," Bygg och Teknik, no. 1, s. 24-28, 2023.

[115]

M. Tidlund, J. Spross och S. Larsson, "Riskhantering med observationsmetoden : Praktiska rekommendationer," Bygg och Teknik, vol. 114, no. 1, s. 38-42, 2022.

[116]

A. Abbaszadeh Shahri, C. Shan och S. Larsson, "Visualisering av bergtopografi med artificiell intelligens," Bygg och Teknik, vol. 114, no. 1, s. 44-46, 2022.

[117]

C. Wersäll, I. Nordfelt och S. Larsson, "Effektivare packning med nya insikter," Bygg och Teknik, no. 1, s. 44-45, 2018.

[118]

A. Abbaszadeh Shahri et al., "Kartering av skredbenägenhet medartificiell intelligens," Bygg och Teknik, no. 1, 2018.

[119]

H. Sölve et al., "Korrelationer mellan odräneradskjuvhållfasthet och förkonsolideringstryck i lera," Bygg och Teknik, no. 1, s. 55-58, 2018.

[120]

S. Larsson, J. Spross och W. Bjureland, "Obefintlig tillsyn utarmar geoteknisk kompetens hos husbyggare," Bygg och Teknik, no. 1, s. 61-63, 2017.

[121]

A. N. Ghafar et al., "Ett nytt sätt att förbättra inträngnigs egenskaperna hos cementbaserat injekteringsbruk med momentant varierande tryck," Bygg och Teknik, no. 1, s. 17-22, 2016.

[122]

A. Prästings, S. Larsson och R. Müller, "Sannolik besparing av spont," Bygg och Teknik, no. 1, s. 47-51, 2016.

[123]

S. Larsson et al., "Tar husbyggare geoteknisk säkerhet på allvar?," Samhällsbyggaren, no. 3, s. 30-31, 2016.

[124]

C. Kardan et al., "CPTu : Kan vi lita på sonderingsresultaten?," Bygg och Teknik, no. 1, s. 53-58, 2015.

[125]

F. Eriksson et al., "En bortglömd metod : Elektroosmos,jordförstärkning med hjälp av el," Bygg och Teknik, no. 1, s. 61-65, 2015.

[126]

A.-C. Bitir (Buliga), V. Muşat och S. Larsson, "Laboratory Methods Used to Assess the Mechanical Properties of Soft Soils Improved by Deep Mixing," Bulletin of the Polytechnic Institute of Jassy, Constructions, Architechture Section, vol. LXI (LXV), no. 4, s. 165-178, 2015.

[127]

M. Daniels et al., "Studie visar fördelarna med borrad spont med avseende på markvibrationer," Bygg och Teknik, no. 1, s. 36-39, 2015.

[128]

S. Larsson et al., "Geotekniker och bergmekaniker ska lära för livet : men hur ska det gå till?," Bygg och Teknik, no. 1, s. 70-72, 2014.

[129]

R. Ignat, S. Larsson och S. Baker, "Studie av 2D/3D numeriskmodellering av kalkcementpelare installerade som överlappande skivor," Bygg och Teknik, vol. 1, s. 80-83, 2014.

[130]

N. Bergman och S. Larsson, "Alternativ metod för verifiering av hållfasthet hos kalkcementpelare," Bygg och Teknik, no. 1, s. 75-79, 2013.

[131]

R. Müller och S. Larsson, "Multivariat analys : hur mycket ska jag undersöka för att vara säker?," Bygg och Teknik, no. 1, s. 71-74, 2013.

[132]

J. Spross, F. Johansson och S. Larsson, "Tillståndsbedömning av betongdammar grundlagda på berg med observationsmetoden," Bygg och Teknik, no. 1, s. 83-87, 2013.

[133]

C. Wersäll, I. Nordfelt och S. Larsson, "Vibrovältar och jorddynamik - mot effektivare packning," Bygg och Teknik, no. 1, s. 32-35, 2013.

[134]

S. Larsson et al., "Kalkcementpelare : forskningen på KTH med industrisamverkan," Samhällsbyggaren, no. 4, s. 14-18, 2012.

[135]

S. Larsson, R. Malm och A. Ansell, "Numerisk simulering av lateralt belastade kalkcementpelare," Bygg och Teknik, no. 1, s. 25-28, 2012.

[136]

R. Müller, S. Larsson och K.-O. Berg, "Stabilitet för en järnvägsbank byggd på sulfidlera," Bygg och Teknik, no. 1, s. 31-41, 2010.

[137]

G. Holm et al., "Geokonstruktioner av stabiliserade/solidifierade förorenade muddermassor," Bygg och Teknik, no. 1, s. 46-51, 2009.

[138]

A. Nilsson och S. Larsson, "Hållfasthet i kalkcementpelare - nya testrutiner förbättrar kvalitétskontrollen," Väg och vattenbyggaren, no. 4, s. 48-51, 2008.

[139]

S. Larsson och G. Wallmark, "Förbelastning för två höga järnvägsbankar påBotniabanan," Bygg och Teknik, vol. 93, no. 1, s. 41-46, 2001.

[140]

S. Larsson, B.-A. Torstensson och T. Sjödahl, "Väg 73, Infartsled Nynäshamn - Avanceraddjupstabilisering med vertikaldränering," Väg- och Vattenbyggaren, no. 4, s. 44-48, 2001.

Konferensbidrag

[141]

W. Bjureland et al., "Dimensionering av sprutbetongförstärkning för lösa block med sannolikhetsbaserade metoder," i Bergdagarna 2020, 2020.

[142]

J. Spross och S. Larsson, "Sannolikhetsbaserad dimensionering av överlast med observationsmetoden," i Grundläggningsdagen 2020, 2020.

[143]

A. Abbaszadeh Shahri et al., "Storskalig kartering av skredbenägenhet i västra Götaland med artificiell intelligens," i Grundläggningsdagen 2018, 2018, s. 107-113.

[144]

R. Ignat et al., "Djupstabilisering med kalkcementpelarskivor för förstärkning av djupa schakter," i Grundläggningsdagen 2017, 2017, s. 101-116.

[145]

S. Larsson et al., "Tar byggherrar geotekniska risker på allvar?," i Grundläggningsdagen 2017, 2017, s. 31-42.

[146]

J. Spross, F. Johansson och S. Larsson, "Observationsmetoden – hur svårt kan det vara?," i Grundläggningsdagen 2015, 2015, s. 249-258.

[147]

M. Lingwanda, S. Larsson och D. L. Nyaoro, "Inherent soil variability linked to different characterization methods," i Sida Annual Regional Conference, RegConf 2014(050) in July 2014, 2014.

[148]

A. Prästings, S. Larsson och R. Müller, "Utvärdering av osäkerheter i geotekniska parametrar," i Grundläggningsdagen 2014, 2014, s. 205-219.

[149]

S. Larsson, "Recent Developments in Deep Mixing Research in Sweden," i Pohjanvahvistuspäivä 2013, Aalto Univeristy, Espoo, 2013.

[150]

J. Spross, H. Lizka och S. Larsson, "Observationsmetodens tillämpning på inläckande grundvatten i bergtunnlar – Fallstudie: Norra länken i Stockholm," i Bergmekanikdag 2012 - Föredrag, 2012, s. 89-100.

[151]

S. Larsson, "Reliabilityanalysis and design issues of ground improvement by deep mixing," i EYGEC 2012, 22nd European Young Geotechnical Engineers Conference; Gothenburg, Sweden, 2012-08-26 – 2012-08-29, 2012.

[152]

S. Larsson och A. Nilsson, "Horizontal Strength Variability in Lime-Cement Columns," i Proc. of the Int. Symp. on Deep Mixing & Admixture Stabilizaton, 2009, s. 629-634.

[153]

S. Larsson, "Inblandningsprocessen vid kemiskdjupstabilisering - en översikt," i Proc. of the 12^th Nordic Geotechnical Meeting, 2000, s. 241-250.

Kapitel i böcker

[154]

N. Bergman, R. Ignat och S. Larsson, "Serviceability limit state design of lime-cement columns-a reliability-based design approach," i Geotechnical Safety and Risk IV, : CRC Press, 2013, s. 417-422.

Rapporter

[155]

J. Spross et al., "Toward risk-based life cycle assessments in geotechnical design," Stockholm : KTH Royal Institute of Technology, TRITA-ABE-RPT, 2222, 2022.

[156]

R. de Frias Lopez et al., "DEM model for high-speed railway embankments," , Report BIG, A2016:2, 2018.

[157]

S. Larsson, G. Nilsson och N. Jelisic, "Utveckling av Jb-Totalsondering för kontroll av kc-pelare," Stockholm : SBUF Svenska byggbranschens utvecklingsfond, SBUF Rapport, 2018.

[158]

A. Nejad Ghafar, A. Draganovic och S. Larsson, "AN EXPERIMENTAL STUDY OF THE INFLUENCE OF DYNAMIC PRESSURE ON IMPROVING GROUT PENETRABILITY," Stockholm, BeFo Report, 149, 2015.

[159]

S. Larsson et al., "Pilotstudie för utveckling av förenklad beräkningsmetod för jordstabilisering med skivor av kalkcementpelare," , SBUF Report, Project 12125, 2011.