no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
1 |
A macro-structural constitutive model for partially saturated expansive soils
|
Li, Wugang |
|
2016 |
76 |
3 |
p. 1075-1084 |
article |
2 |
Analysis of the strain process of soil slope model during infiltration using BOTDA
|
Yan, Jun-fan |
|
2016 |
76 |
3 |
p. 947-959 |
article |
3 |
A new prediction model for rock slope failure time: a case study in West Open-Pit mine, Fushun, China
|
Nie, Lei |
|
2016 |
76 |
3 |
p. 975-988 |
article |
4 |
Deformation and failure of the Xiaochatou Landslide under rapid drawdown of the reservoir water level based on centrifuge tests
|
Fan, Lei |
|
2016 |
76 |
3 |
p. 891-900 |
article |
5 |
Estimating the uniaxial compressive strength of pyroclastic rocks from the slake durability index
|
Kahraman, Sair |
|
2016 |
76 |
3 |
p. 1107-1115 |
article |
6 |
Experimental study of factors affecting fault slip rockbursts in deeply buried hard rock tunnels
|
Meng, Fanzhen |
|
2016 |
76 |
3 |
p. 1167-1182 |
article |
7 |
Geotechnical assessment of a slope stability problem in the Citlakkale residential area (Giresun, NE Turkey)
|
Kaya, Ayberk |
|
2016 |
76 |
3 |
p. 875-889 |
article |
8 |
Hazard assessment of potentially dangerous bodies within a cliff based on the Fuzzy-AHP method: a case study of the Mogao Grottoes, China
|
Guo, Zhiqian |
|
2016 |
76 |
3 |
p. 1009-1020 |
article |
9 |
Influence of initial dry density and water content on the soil–water characteristic curve and suction stress of a reconstituted loess soil
|
Jiang, Yao |
|
2016 |
76 |
3 |
p. 1085-1095 |
article |
10 |
Influence of uncertainty in the initial groundwater table on long-term stability of reservoir landslides
|
Song, Kun |
|
2016 |
76 |
3 |
p. 901-908 |
article |
11 |
Investigating effects of water salinity on geotechnical properties of fine-grained soil and quartz in a sandstone case study: Ajichay project in northwest Iran
|
Mansouri, Hadiseh |
|
2016 |
76 |
3 |
p. 1117-1128 |
article |
12 |
Investigation of factors affecting the dispersibility of clays and estimation of dispersivity
|
Turgut, A. |
|
2016 |
76 |
3 |
p. 1051-1073 |
article |
13 |
Investigation of saturation effect on the relationship between compressive strength and Schmidt hammer rebound
|
Karakul, Hasan |
|
2016 |
76 |
3 |
p. 1143-1152 |
article |
14 |
Monitoring and engineering geology analysis of the Zhangmu landslide in Tibet, China
|
Ma, Fengshan |
|
2016 |
76 |
3 |
p. 855-873 |
article |
15 |
Numerical modeling of discontinuous rock slopes utilizing the 3DDGM (three-dimensional discontinuity geometrical modeling) method
|
Azarafza, Mohammad |
|
2016 |
76 |
3 |
p. 989-1007 |
article |
16 |
Numerical simulation for run-out extent of debris flows using an improved cellular automaton model
|
Han, Zheng |
|
2016 |
76 |
3 |
p. 961-974 |
article |
17 |
Optimization of site investigation program for improved statistical characterization of geotechnical property based on random field theory
|
Gong, Wenping |
|
2016 |
76 |
3 |
p. 1021-1035 |
article |
18 |
Physics of adhesion of soils to solid surfaces
|
Burbaum, U. |
|
2016 |
76 |
3 |
p. 1097-1105 |
article |
19 |
Rapid susceptibility mapping of earthquake-triggered slope geohazards in Lushan County by combining remote sensing with the AHP model developed for the Wenchuan earthquake
|
Wen, Haijia |
|
2016 |
76 |
3 |
p. 909-921 |
article |
20 |
Real-time monitoring instrument designed for the deformation and sliding period of colluvial landslides
|
Fan, Y. B. |
|
2016 |
76 |
3 |
p. 829-838 |
article |
21 |
Reliability-based robust geotechnical design using Monte Carlo simulation
|
Peng, Xing |
|
2016 |
76 |
3 |
p. 1217-1227 |
article |
22 |
Risk management by geotechnical monitoring for safe excavation of a large rock cavern: a case study
|
Bhatkar, T. |
|
2016 |
76 |
3 |
p. 1209-1216 |
article |
23 |
Set pair analysis for risk assessment of water inrush in karst tunnels
|
Wang, Yingchao |
|
2016 |
76 |
3 |
p. 1199-1207 |
article |
24 |
Simulating dynamic processes and hypermobility mechanisms of the Wenjiagou rock avalanche triggered by the 2008 Wenchuan earthquake using discrete element modelling
|
Deng, Qinghai |
|
2016 |
76 |
3 |
p. 923-936 |
article |
25 |
Size effects on granite behavior under unloading rockburst test
|
Zhao, F. |
|
2016 |
76 |
3 |
p. 1183-1197 |
article |
26 |
Soil strain-field and stability analysis of cut slope based on optical fiber measurement
|
Song, Zhanpu |
|
2016 |
76 |
3 |
p. 937-946 |
article |
27 |
Stability analysis of stratified rock slopes with spatially variable strength parameters: the case of Qianjiangping landslide
|
Tang, Huiming |
|
2016 |
76 |
3 |
p. 839-853 |
article |
28 |
Strength and deformability of small-scale rock mass models under large confinements
|
Thaweeboon, Saisuree |
|
2016 |
76 |
3 |
p. 1129-1141 |
article |
29 |
The effect of weathering on durability and deformability properties of granitoid rocks
|
Momeni, A. |
|
2017 |
76 |
3 |
p. 1037-1049 |
article |
30 |
Uncertainties in estimating the roughness coefficient of rock fracture surfaces
|
Li, Yanrong |
|
2016 |
76 |
3 |
p. 1153-1165 |
article |