nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A Bayesian-based approach for inversion of earth pressures on in-service underground structures
|
Tian, Zhiyao |
|
|
19 |
4 |
p. 1911-1928 |
artikel |
2 |
An explicit FEM-NN framework and the analysis of error caused by NN-predicted stress
|
Guan, Shaoheng |
|
|
19 |
4 |
p. 1815-1834 |
artikel |
3 |
A novel criterion for assessing frost heave susceptibility of soils
|
Teng, Jidong |
|
|
19 |
4 |
p. 2233-2249 |
artikel |
4 |
A semi-empirical impact force model of irregular rockfall on granular layer and its experimental validation
|
Li, Wei |
|
|
19 |
4 |
p. 2213-2231 |
artikel |
5 |
Centrifuge modeling on the slope stability reinforced by C-RHA piles
|
Hung, Wen-Yi |
|
|
19 |
4 |
p. 1707-1727 |
artikel |
6 |
Centrifuge shaking table tests on a subway station structure in liquefiable interlayer site
|
Yan, Guanyu |
|
|
19 |
4 |
p. 1687-1706 |
artikel |
7 |
Creep and ageing of granular materials under isotropic pressure
|
Jessen, Belinda Anna-Maria |
|
|
19 |
4 |
p. 1999-2012 |
artikel |
8 |
Displacement and stress pattern-based thickness recommendation of seismic buffers for depth ranges of a circular rock tunnel
|
Sun, Runfang |
|
|
19 |
4 |
p. 2083-2104 |
artikel |
9 |
Effects of alkaline solution on shear strength of GMZ bentonite as a buffer/backfill material in China
|
Xiang, Guosheng |
|
|
19 |
4 |
p. 2013-2021 |
artikel |
10 |
Effects of clay mineral and chloride salt on the strength of PVA-treated soil
|
Zhang, Qiyong |
|
|
19 |
4 |
p. 1981-1998 |
artikel |
11 |
Effects of joint opening and block protrusion on the hydraulic parameters affecting rock block erosion in unlined spillways using a reduced-scale model
|
Wisse, Marie-Hélène |
|
|
19 |
4 |
p. 1965-1979 |
artikel |
12 |
Experimental and numerical investigation of the rheological characteristics of tunnels in cold regions during excavation and operation
|
Zhang, Jiabing |
|
|
19 |
4 |
p. 1943-1964 |
artikel |
13 |
Experimental study on interaction mechanism between pipeline seepage erosion and adjacent foundation pile
|
Zhang, Dong-Mei |
|
|
19 |
4 |
p. 1745-1763 |
artikel |
14 |
Field study of the effects of composite excavation and combined grouting on the response of large-diameter and superlong rock-socketed bored piles
|
Hu, Tao |
|
|
19 |
4 |
p. 1853-1871 |
artikel |
15 |
Field tests on bearing characteristics of DPC pipe piles including effects of end sealing and side grouting
|
Tang, Meng-Xiong |
|
|
19 |
4 |
p. 1729-1744 |
artikel |
16 |
Geo-mechanical model test on excavation and support of deep tunnel crossing a fault under hydro-mechanical coupled condition
|
Xue, Tianen |
|
|
19 |
4 |
p. 2063-2082 |
artikel |
17 |
Influence of ammonium sulfate leaching agent on engineering properties of weathered crust elution-deposited rare earth ore
|
Wang, Hao |
|
|
19 |
4 |
p. 2041-2062 |
artikel |
18 |
Instrumented column testing on long-term consolidation and desiccation behaviour of coal tailings under natural weather conditions
|
Zhang, Wenqiang |
|
|
19 |
4 |
p. 1891-1909 |
artikel |
19 |
Interfacial behavior of soil-embedded fiber optic cables with micro-anchors for distributed strain sensing
|
Zhu, Hong-Hu |
|
|
19 |
4 |
p. 1787-1798 |
artikel |
20 |
Investigation into the hydration- and compression-induced damage of Callovo-Oxfordian claystone
|
Wang, Hao |
|
|
19 |
4 |
p. 2315-2322 |
artikel |
21 |
Investigation of the soil deformation around laterally loaded deep foundations with large diameters
|
Li, Xiaojuan |
|
|
19 |
4 |
p. 2293-2314 |
artikel |
22 |
Laboratory investigations on activation characteristics of fracture induced by fluid injection and unloading of normal stress
|
Ding, Changdong |
|
|
19 |
4 |
p. 1667-1685 |
artikel |
23 |
On the technique for estimating the maximum horizontal principal stress based on the borehole failure observations
|
He, Peng-fei |
|
|
19 |
4 |
p. 2337-2348 |
artikel |
24 |
Permeability and strength characteristics of silty sands grouted with cement and polymer
|
Wang, Shengnian |
|
|
19 |
4 |
p. 2125-2143 |
artikel |
25 |
Physics-inspired geophysical assessment of liquefaction potential in Pohang, South Korea
|
Kim, Namsun |
|
|
19 |
4 |
p. 1799-1813 |
artikel |
26 |
Prediction of the inertial permeability of a 2D single rough fracture based on geometric information
|
Sun, Zihao |
|
|
19 |
4 |
p. 2105-2124 |
artikel |
27 |
Response of laterally loaded finned piles in sand
|
Qin, Hongyu |
|
|
19 |
4 |
p. 1765-1786 |
artikel |
28 |
Shielding effects of deep cement mixing column rows on an anchored sheet pile quay in soft clay: three-dimensional centrifuge and numerical modeling
|
Chen, Shengyuan |
|
|
19 |
4 |
p. 2145-2161 |
artikel |
29 |
Singular spectrum analysis-based hybrid PSO-GSA-SVR model for predicting displacement of step-like landslides: a case of Jiuxianping landslide
|
Wen, Haijia |
|
|
19 |
4 |
p. 1835-1852 |
artikel |
30 |
Stability charts for convex slope with turning arc
|
Zhang, Fei |
|
|
19 |
4 |
p. 2323-2335 |
artikel |
31 |
Stability charts for convex slope with turning arc
|
Zhang, Fei |
|
|
19 |
4 |
p. 2349-2360 |
artikel |
32 |
Study on the differential disintegration mechanism of water glass cured sandy soil: analysis from the perspective of the coexistence state of gel and particles
|
Chen, Guoqing |
|
|
19 |
4 |
p. 2191-2212 |
artikel |
33 |
Suppressive effects of geotextiles on soil water evaporation
|
Zhang, Yuan |
|
|
19 |
4 |
p. 2163-2174 |
artikel |
34 |
The effect of diatom content on the physical, electrical, and mechanical properties of soils
|
Lee, Jeongki |
|
|
19 |
4 |
p. 2251-2271 |
artikel |
35 |
The UTUH model: a time-dependent unified hardening constitutive model for unsaturated soils
|
Zhao, Runkang |
|
|
19 |
4 |
p. 1649-1666 |
artikel |
36 |
Time-resolved triggering and runout analysis of rainfall-induced shallow landslides
|
La Porta, G. |
|
|
19 |
4 |
p. 1873-1889 |
artikel |
37 |
Unified model of critical state line for rockfill material with and without considering particle breakage
|
Guo, Wan-li |
|
|
19 |
4 |
p. 2273-2291 |
artikel |
38 |
Void size distribution and hydraulic conductivity of a binary granular soil mixture
|
Chang, C. S. |
|
|
19 |
4 |
p. 2175-2189 |
artikel |
39 |
Volume change behaviour of an unsaturated compacted loess under thermo-hydro-mechanical loads
|
Cai, Guoqing |
|
|
19 |
4 |
p. 2023-2040 |
artikel |
40 |
Volume-of-fluid-based implementation for the spatiotemporal variation of viscosity in grouting process: transport time tracking approach
|
Zhang, Yi-Chi |
|
|
19 |
4 |
p. 1929-1942 |
artikel |