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T

Tim Länsivaara

Tampere University

15H指数
69论文数
1.4K被引数
收录论文 15
发表时间
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Estimating maximum shear modulus (G0) using adaptive neuro-fuzzy inference system (ANFIS)
errSOIL DYNAMICS AND EARTHQUAKE ENGINEERING
IF4.6
err2022-02-01
err7
errOAAI
errVatanshenas, Ali; Lansivaara, Tim Tapani
err分享
err收藏
What is a characteristic value for soils?
errGEORISK-ASSESSMENT AND MANAGEMENT OF RISK FOR ENGINEERED SYSTEMS AND GEOHAZARDS
IF4.8
err2021-09-12
err15
errOAAI
errLansivaara, T.; Phoon, K. K.; Ching, J.
err分享
err收藏
Development of an integrated game theory-optimization subground stratification model using cone penetration test (CPT) measurements
errENGINEERING WITH COMPUTERS
IF4.9
err2021-01-21
err0
errOAAI
errFarhadi, Mohammad Sadegh; Lansivaara, Tim
err分享
err收藏
Yield stress evaluation of Finnish clays based on analytical piezocone penetration test (CPTu) models
errCANADIAN GEOTECHNICAL JOURNAL
IF3.5
err2020-11-01
err6
PREAI
errDi Buo, Bruno; D'Ignazio, Marco; Selanpaa, Juha; Lansivaara, Tim; Mayne, Paul W.
err分享
err收藏
Reply to the discussion by Koutsoftas on Evaluation of sample quality from different sampling methods in Finnish soft sensitive clays
errCANADIAN GEOTECHNICAL JOURNAL
IF3.5
err2020-08-01
err0
PREAI
errDi Buo, Bruno; Selanpaa, Juha; Lansivaara, Tim Tapani; D'Ignazio, Marco
err分享
err收藏
Evaluation of sample quality from different sampling methods in Finnish soft sensitive clays
errCANADIAN GEOTECHNICAL JOURNAL
IF3.5
err2019-08-01
err16
errOAAI
errDi Buo, Bruno; Selanpaa, Juha; Lansivaara, Tim Tapani; D'Ignazio, Marco
err分享
err收藏
Variation of CPTu-based transformation models for undrained shear strength of Finnish clays
errGEORISK-ASSESSMENT AND MANAGEMENT OF RISK FOR ENGINEERED SYSTEMS AND GEOHAZARDS
IF4.8
err2019-07-24
err6
PREAI
errKnuuti, Mika; Lansivaara, Tim
err分享
err收藏
Failure in anisotropic sensitive clays: finite element study of Pernio failure test
errCANADIAN GEOTECHNICAL JOURNAL
IF3.5
err2017-07-01
err18
errOAAI
errD'Ignazio, Marco; Lansivaara, Tim Tapani; Jostad, Hans Petter
err分享
err收藏
Reply to the discussion by Mesri and Wang on Correlations for undrained shear strength of Finnish soft clays
errCANADIAN GEOTECHNICAL JOURNAL
IF3.5
err2017-05-01
err5
errOAAI
errD'Ignazio, Marco; Phoon, Kok-Kwang; Tan, Siew Ann; Lansivaara, Tim; Lacasse, Suzanne
err分享
err收藏
Correlations for undrained shear strength of Finnish soft clays芬兰软粘土不排水抗剪强度的相关性
errCANADIAN GEOTECHNICAL JOURNAL
IF3.5
err2016-10-01
err70
errOAAI
errD'Ignazio, Marco; Phoon, Kok-Kwang; Tan, Siew Ann; Lansivaara, Tim Tapani
err分享
err收藏
Use of internal and external variables and extremum principle in limit equilibrium formulations with application to bearing capacity and slope stability problems
errSOILS AND FOUNDATIONS
IF3.3
err2013-02-01
err9
errOAAI
errCheng, Y. M.; Lansivaara, T.; Baker, R.; Li, N.
err分享
err收藏
Utilization relevance vector machine for slope reliability analysis
errAPPLIED SOFT COMPUTING
IF6.6
err2011-07-01
err47
PREAI
errSamui, Pijush; Lansivaara, Tim; Kim, Dookie
err分享
err收藏
Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods: Reply
errCOMPUTERS AND GEOTECHNICS
IF6.2
err2008-03-01
err18
PREAI
errCheng, Y. M.; Lansivaara, T.; Wei, W. B.
err分享
err收藏
Impact of convergence on slope stability analysis and design
errCOMPUTERS AND GEOTECHNICS
IF6.2
err2008-01-01
err23
PREAI
errCheng, Y. M.; Lansivaara, T.; Siu, J.
err分享
err收藏
Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods通过极限平衡和强度折减法进行二维边坡稳定性分析
errCOMPUTERS AND GEOTECHNICS
IF6.2
err2007-05-01
err574
PREAI
errCheng, Y. M.; Lansivaara, T.; Wei, W. B.
err分享
err收藏

研究方向

暂时未获取到该数据
合作学者
合作期刊
K
Kok‐Kwang Phoon
H 指数: 77 · 论文数: 523
J
Jianye Ching
H 指数: 52 · 论文数: 312
P
Pijush Samui
H 指数: 50 · 论文数: 386
P
Paul W. Mayne
H 指数: 36 · 论文数: 262
Y
Yung‐Ming Cheng
H 指数: 34 · 论文数: 111
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