| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A case study of strut-free excavation retaining system
|
Yeh, Tzu-Yuan
|
|
|
17 |
12 |
p. 5557-5571
|
artikel
|
| 2 |
A general shakedown approach for geo-structures under cyclic loading using ABAQUS/Python
|
Tang, Xiaojun
|
|
|
17 |
12 |
p. 5773-5788
|
artikel
|
| 3 |
An easy method for assessing frost susceptibility of soils: the freezing ring test
|
Zhou, Jiazuo
|
|
|
17 |
12 |
p. 5691-5707
|
artikel
|
| 4 |
An efficient method for evaluating the ground surface settlement of Hangzhou metro deep basement considering the excavation process
|
Ying, Hongwei
|
|
|
17 |
12 |
p. 5759-5771
|
artikel
|
| 5 |
A new phase field model for mixed-mode brittle fractures in rocks modified from triple shear energy criterion
|
Xu, Yingjun
|
|
|
17 |
12 |
p. 5613-5637
|
artikel
|
| 6 |
A novel approach to the analytical modelling of an auger conveyor system for lunar regolith transportation
|
Benedi, Jorge
|
|
|
17 |
12 |
p. 5841-5855
|
artikel
|
| 7 |
A simple estimation model for basal heave stability of braced excavations in anisotropic clay
|
Zhang, Runhong
|
|
|
17 |
12 |
p. 5789-5800
|
artikel
|
| 8 |
A simplified analysis approach for the effect of the installation of adjacent XCC pile on the existing single XCC pile in undrained clay
|
Zhou, Peng
|
|
|
17 |
12 |
p. 5499-5519
|
artikel
|
| 9 |
A three-dimensional particle finite element model for simulating soil flow with elastoplasticity
|
Wang, Liang
|
|
|
17 |
12 |
p. 5639-5653
|
artikel
|
| 10 |
Behaviour of an outward inclined-vertical framed retaining wall of an excavation
|
Zheng, Gang
|
|
|
17 |
12 |
p. 5521-5532
|
artikel
|
| 11 |
Biopolymer-biocement composite treatment for stabilisation of soil against both current and wave erosion
|
Dubey, Anant Aishwarya
|
|
|
17 |
12 |
p. 5391-5410
|
artikel
|
| 12 |
Characteristics of conditioned sand for EPB shield and its influence on cutterhead torque
|
Yang, Zhiyong
|
|
|
17 |
12 |
p. 5813-5828
|
artikel
|
| 13 |
Constitutive modeling of structured granular materials with anisotropic grain skeleton and cement bonds
|
Shen, Xianda
|
|
|
17 |
12 |
p. 5465-5479
|
artikel
|
| 14 |
Control of dynamic failure of brittle rock using expansive mortar
|
Wang, Lu
|
|
|
17 |
12 |
p. 5829-5839
|
artikel
|
| 15 |
Ecofriendly improvement of coastal calcareous sandy slope using recycled shredded coconut coir (RSC) and bio-cement
|
Kou, Hai-Lei
|
|
|
17 |
12 |
p. 5375-5389
|
artikel
|
| 16 |
Effect of biochar on desiccation of marine soils under constant and cyclic temperatures
|
Puspanathan, Thellen Kumar
|
|
|
17 |
12 |
p. 5441-5464
|
artikel
|
| 17 |
Fabric evolution and liquefaction resistance in multiple-liquefaction process: a micromechanical study using DEM-clump
|
Yang, Siyuan
|
|
|
17 |
12 |
p. 5655-5674
|
artikel
|
| 18 |
Field and numerical study of the lateral response of rigid piles in sand
|
Wang, H.
|
|
|
17 |
12 |
p. 5573-5584
|
artikel
|
| 19 |
Hybrid continuum–discrete simulation of granular impact dynamics
|
Jiang, Yupeng
|
|
|
17 |
12 |
p. 5597-5612
|
artikel
|
| 20 |
Hydro-mechanical analysis of a braced foundation pit affected by rainfall and excavation in unsaturated soils
|
Zhang, Xiao-Qian
|
|
|
17 |
12 |
p. 5675-5690
|
artikel
|
| 21 |
Investigation of different biogeochemical cover configurations for mitigation of landfill gas emissions: laboratory column experiments
|
Chetri, Jyoti K.
|
|
|
17 |
12 |
p. 5481-5498
|
artikel
|
| 22 |
Kinematic responses of a pipe pile embedded in a poroelastic soil to seismic P waves
|
Zhang, Shiping
|
|
|
17 |
12 |
p. 5533-5556
|
artikel
|
| 23 |
Mechanical and biodeterioration behaviours of a clayey soil strengthened with combined carrageenan and casein
|
Ni, Jing
|
|
|
17 |
12 |
p. 5411-5427
|
artikel
|
| 24 |
Optimization of the digital image correlation method for deformation measurement of geomaterials
|
Li, YuanHai
|
|
|
17 |
12 |
p. 5721-5737
|
artikel
|
| 25 |
Performance of artificial neural network and convolutional neural network on slope failure prediction using data from the random finite element method
|
Hsiao, Cheng-Hsi
|
|
|
17 |
12 |
p. 5801-5811
|
artikel
|
| 26 |
Probabilistic analyses of three-dimensional circular footing resting on two-layer c–ϕ soil system considering soil spatial variability
|
Choudhuri, Kouseya
|
|
|
17 |
12 |
p. 5739-5758
|
artikel
|
| 27 |
Pullout behavior of biocement–geosynthetic reinforcement system: a parametric study
|
Hang, Lei
|
|
|
17 |
12 |
p. 5429-5439
|
artikel
|
| 28 |
Similarity criterion for the nonlinear thermal analysis of the soil freezing process: considering the dual effect of nonlinear thermal parameters and boundary conditions
|
Chen, Zhixiang
|
|
|
17 |
12 |
p. 5709-5719
|
artikel
|
| 29 |
Soil stabilization with microbially induced desaturation and precipitation (MIDP) by denitrification: a field study
|
Zeng, Chen
|
|
|
17 |
12 |
p. 5359-5374
|
artikel
|
| 30 |
Triaxial strength behavior of carbide sludge (CS)–ground-granulated blastfurnace slag (GGBS)-treated clay slurry
|
Li, Wentao
|
|
|
17 |
12 |
p. 5585-5596
|
artikel
|
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