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                             73 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 A catastrophic high-speed train crash caused by a small-scale debris flow in China Zhang, Shuai

42 C p.
artikel
2 Airfield suitability assessment from geophysical methods Adama, Dabo

42 C p.
artikel
3 A LOF-IDW based data cleaning method for quality assessment in intelligent compaction of soils Yao, Yangping

42 C p.
artikel
4 Alteration of soil structure following seepage-induced internal erosion in model infrastructure embankments Johnston, I.

42 C p.
artikel
5 A methodology for control and design of required ground reinforcement measures regarding train-induced ground vibrations Hall, Lars

42 C p.
artikel
6 Analysis of factors influencing anti-slip pile support in tunnel landslide systems for tunnels with different burial depths Li, Tao

42 C p.
artikel
7 Analytical solution of electroosmotic-surcharge preloading coupled consolidation for unsaturated soil via Electric Prefabricated Vertical Drains (EVDs) Jiang, Lianghua

42 C p.
artikel
8 An exact analytical approach for determining the seepage field around underwater twin tunnels with linings Guo, Y.F.

42 C p.
artikel
9 An XGBOOST predictive model of void ratio in sandy soils with shear-wave velocity as major input Huang, Yunhan

42 C p.
artikel
10 A semi-analytical solution for the transient response of one-dimensional saturated single-layer porous media with general boundary conditions Zhao, Yun

42 C p.
artikel
11 Assessing tunnel basement structure damage under train excitation: Impacts of surrounding rock deterioration Li, Zi-Qiang

42 C p.
artikel
12 Breakage critical state of gravels with different gradings. Part I: Experimental results Xiao, Yang

42 C p.
artikel
13 CBR of stabilized and reinforced residual soils using experimental, numerical, and machine-learning approaches Tamassoki, Sakina

42 C p.
artikel
14 Cement and fly ash-treated recycled aggregate blends for backfilling trenches in trafficable areas Yaghoubi, Ehsan

42 C p.
artikel
15 Centrifugal model test study on deformation characteristics of deep, thick fillings in giant karst cave tunnels under different construction processes Su, Rui

42 C p.
artikel
16 Characterization and environmental sustainability of open pit coal mine overburden waste rock as pavement geomaterial Mishra, Anshumali

42 C p.
artikel
17 Comparative assessment of stability of GRS abutments through 1 g physical model tests for field implementation Verma, Ashutosh

42 C p.
artikel
18 Consolidation of multilayered soil with fractional derivative viscoelasticity due to surface loading and internal pumping Chen, Xing-wei

42 C p.
artikel
19 Converting optimum compaction properties of fine-grained soils between rational energy levels Soltani, Amin

42 C p.
artikel
20 Cyclic stress–strain characteristics of red clay treated with permeable water-soluble polyurethane Tan, Peiling

42 C p.
artikel
21 Design vacuum consolidation considering energy requirement Chai, Jin-chun

42 C p.
artikel
22 Determination of compaction timing of porous polyurethane mixture by multiscale testing and analysis Xu, Shifa

42 C p.
artikel
23 Development and validation of a degree of saturation prediction model using time domain reflectometry for compaction control Ozgur, Mehmet

42 C p.
artikel
24 Editorial Board
42 C p.
artikel
25 Effectiveness of rolling dynamic compaction with a three-sided compactor on unsaturated sand Li, Yu-Xiao

42 C p.
artikel
26 Effect of ballast pockets and geogrid reinforcement on ballasted track: Numerical analysis Chen, Wei

42 C p.
artikel
27 Effect of chitosan bio-polymer stabilization on the mechanical and dynamic characteristics of marl soils Jamshidi, Mojtaba

42 C p.
artikel
28 Effect of conditioning schemes on mechanical properties of EPB shield soil Wu, Zhixiong

42 C p.
artikel
29 Effect of material hydraulic properties on temporal moisture variations and performance of unbound pavements with sprayed seals Maha Madakalapuge, Chathuri

42 C p.
artikel
30 Effect of self-cementing properties on the mechanical behaviour of recycled concrete aggregates in unbound pavement layers Wang, Chong

42 C p.
artikel
31 Effects of cyclic loading on soil arching within pile-supported embankment with artificial crust: A coupled DEM-FDM approach Zhang, Ling

42 C p.
artikel
32 Enzyme induced carbonate precipitation with fibers for the improvement of clay soil slopes against rainfall and surface runoff erosions He, Jia

42 C p.
artikel
33 Experimental investigation of mixing railway ballast grains with different form using large-scale direct shear box apparatus Orosz, Ákos

42 C p.
artikel
34 Experimental investigation of the response of guardrail posts embedded in road shoulder material under quasi-static and dynamic impact loading Soliman, Mohamed

42 C p.
artikel
35 Experimental study on the soil erosion through a defective pipe under the cyclic infiltration-exfiltration flow Guo, Shuai

42 C p.
artikel
36 Express highway embankment distress and occurring probability in permafrost regions on the Qinghai-Tibet Plateau Huang, Yunhui

42 C p.
artikel
37 Geocell-reinforced bed anchored with additional vertical elements under repeated loading Moghaddas Tafreshi, S.N.

42 C p.
artikel
38 Geotechnical characterization of a novel material obtained by injecting a closed cell expansive polyurethane resin into a sand mass Miranda, Luís

42 C p.
artikel
39 Hydraulic behavior of sandy subgrade under extreme rainfall in Alashan, China Jing, Peng

42 C p.
artikel
40 Impact of drying-wetting cycles on the small strain behaviour of compacted clay Walker, Christopher

42 C p.
artikel
41 Influence of acid rain climate environment on deterioration of shear strength parameters of natural residual expansive soil Chang, Jin

42 C p.
artikel
42 Influence of ballast shoulder width and track superelevation on the lateral resistance of a monoblock sleeper using discrete element method Aela, Peyman

42 C p.
artikel
43 Influence of freeze–thaw cycles on mechanical properties of moraine soils Qiu, Enxi

42 C p.
artikel
44 Investigating real-time monitoring indices of compaction quality from particle movement characteristics of distinctly-graded unbound aggregate materials subjected to vibratory compaction Hua, Wenjun

42 C p.
artikel
45 Investigating strength development over time of industrial by-products using the resonance column free-free technique Hov, Solve

42 C p.
artikel
46 Long-term settlement of metro viaduct piers: A case study in Shanghai soft soil Xiao, Junhua

42 C p.
artikel
47 Low amplitude strain accumulation model for natural soft clays below railways Tahershamsi, Hossein

42 C p.
artikel
48 Machine learning-based pedotransfer functions to predict soil water characteristics curves Pham, Khanh

42 C p.
artikel
49 Mitigation of reverse faulting in foundation soils using geosynthetic-encased granular columns Chiang, Jung

42 C p.
artikel
50 Moisture stabilization of embankment subgrade with capillary barrier cover under dry and rainy weathers Zhang, Yaguo

42 C p.
artikel
51 Morphology and fines type effect on packing of binary soils Xiao, Yang

42 C p.
artikel
52 Numerical investigation into hydrodynamic behavior of graded aggregates of high-speed ballastless track considering the degree of saturation Pei, Yanfei

42 C p.
artikel
53 Numerical modelling and analysis for nonlinear stiffness of subgrade soil subject to 3-D vehicle-track interaction Li, Zheng

42 C p.
artikel
54 On the simplified method for evaluating tunnel response due to overlying foundation pit excavation Huang, Maosong

42 C p.
artikel
55 Particle size effect on unconfined compressive strength of biotreated sand Xiao, Yang

42 C p.
artikel
56 Performance and mechanism of a novel biopolymer binder for clayey soil stabilization: Mechanical properties and microstructure characteristics Liu, Jin

42 C p.
artikel
57 Physical and numerical investigation of integral bridge abutment stiffness due to seasonal thermal loading Luo, Sha

42 C p.
artikel
58 Predicting permanent strain accumulation of unbound aggregates using machine learning algorithms Won, Jongmuk

42 C p.
artikel
59 Railway gravity retaining wall design using the flower pollination algorithm Lyu, Pengju

42 C p.
artikel
60 Review of numerical approaches used in soil-pipe interaction analysis of water mains Zhang, Rui

42 C p.
artikel
61 SBD-K-medoids-based long-term settlement analysis of shield tunnel Shen, Yiming

42 C p.
artikel
62 Shallow stability of soil slope with frame protection considering rainwater seepage: A calculation method Lian, Jifeng

42 C p.
artikel
63 Soil disturbance induced by shield tunnelling in sensitive clay: In situ test and analyses Gao, Fei

42 C p.
artikel
64 Stability analysis of jointed rock mass in large underground caverns based on multi-scale analysis method Zhuang, Duanyang

42 C p.
artikel
65 Static and cyclic liquefaction of granular materials considering grain morphology Xiao, Yang

42 C p.
artikel
66 Study on effect of equivalent initial water content on dredged sludge treated by VP-FSCM Bian, Xiaoya

42 C p.
artikel
67 Suffusion in gap-graded granular soils subjected to strain-controlled cyclic loading with coupled CFD-DEM method Zhou, Chuang

42 C p.
artikel
68 The effect of biopolymer treatment on the potential instability of a soft soil under cyclic loading Gedela, Ramesh

42 C p.
artikel
69 The influence of pipe-jacking tunneling on deformation of existing tunnels in soft soils and the effectiveness of protection measures He, Haijie

42 C p.
artikel
70 Theoretical modeling of the pre-cutting system performance for the tunnel face stability in very weak rock masses Ajirlou, Vahdat Samandar

42 C p.
artikel
71 Thermal insulation performance and dynamic response of anti-freeze subgrade of high-speed railway in seasonally frozen regions Zhang, Kaiyao

42 C p.
artikel
72 Tunneling-induced longitudinal responses of existing tunnel with discontinuities in structure stiffness Gan, Xiaolu

42 C p.
artikel
73 Vibration responses of the metro station induced by various train operations under unilateral deep excavation Zhou, Feicong

42 C p.
artikel
                             73 gevonden resultaten
 
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