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                             29 results found
no title author magazine year volume issue page(s) type
1 A bonding and damage constitutive model for lightly cemented granular material Doherty, James P.

127 C p.
article
2 Advances in the modeling of the soil–water characteristic curve using pore-scale analysis Alves, Roberto D.

127 C p.
article
3 A grain-based model considering pre-existing cracks for modelling mechanical properties of crystalline rock Zhang, Xiao-Ping

127 C p.
article
4 An enhanced bounding surface plasticity model for soft rock subjected to drained and undrained condition Kang, Xiaosen

127 C p.
article
5 Application of a state-dependent sand model in simulating the cone penetration tests Chen, Zhouquan

127 C p.
article
6 A unified critical state constitutive model for cyclic behavior of silty sands Wei, Xiao

127 C p.
article
7 Characterizing stress variability within granular samples upon liquefaction Huang, Xin

127 C p.
article
8 Comparative study of conditional methods in slope reliability evaluation Huang, L.

127 C p.
article
9 Copula-based simulating and analyzing methods of rock mass fractures Han, Shuai

127 C p.
article
10 Editorial Board
127 C p.
article
11 Effective hydro-mechanical material properties and constitutive behaviors of meso-structured RVE of saturated granular media Li, Xikui

127 C p.
article
12 Holistic simulation of a subsurface inflatable geotechnical energy storage system using fluid cavity elements Norlyk, Peter

127 C p.
article
13 Impact of the initial crack volume on the intact behavior of a bonded particle model Patel, Shantanu

127 C p.
article
14 Investigation on passive pile responses subject to adjacent tunnelling in anisotropic clay Li, Yongqin

127 C p.
article
15 Isotropic damage constitutive model for time-dependent behaviour of tunnels in squeezing ground Kabwe, Eugie

127 C p.
article
16 Limit analysis of bearing capacity and failure geometry of GRS bridge abutments Xu, Peng

127 C p.
article
17 Long-term analysis of the shrinkage and swelling of clayey soils in a climate change context by numerical modelling and field monitoring Assadollahi, Hossein

127 C p.
article
18 Mathematical and computational modelling of vegetated soil incorporating hydraulically-driven finite strain deformation Woodman, N.D.

127 C p.
article
19 Mechanical and failure characteristics of fissured marble specimens under true triaxial compression: Insights from 3-D numerical simulations Zhang, Yongjun

127 C p.
article
20 Modeling multivariate cross-correlated geotechnical random fields using vine copulas for slope reliability analysis Tang, Xiao-Song

127 C p.
article
21 Network analysis of heat transfer in sands Fei, Wenbin

127 C p.
article
22 New method for determining the permeability function parameters of soft soils considering synchronous sedimentation and consolidation Qi, Shunchao

127 C p.
article
23 Positioning design of horizontal drain in sandwiched clay-drain systems for land reclamation Feng, Jianxue

127 C p.
article
24 Reseeding of particles in the material point method for soil–structure interactions Dong, Y.

127 C p.
article
25 SANICLAY-T: Simple thermodynamic-based anisotropic plasticity model for clays Rollo, Fabio

127 C p.
article
26 Theoretical analysis of three-dimensional effect in pile integrity test Liu, Xin

127 C p.
article
27 Theoretical method for an elastic infinite beam resting on a deformable foundation with a local subsidence Liang, Luju

127 C p.
article
28 Three-dimensional seismic stability of slopes reinforced by soil nails Yang, Tao

127 C p.
article
29 Transient analysis of a fixed-head pile group in multi-layered transversely isotropic media due to horizontal loadings Li, Yang

127 C p.
article
                             29 results found
 
 Koninklijke Bibliotheek - National Library of the Netherlands