Results 121 to 130 of about 67,956 (344)

Creep properties and constitutive model of diabase in deep water conveyance tunnels

Deep Underground Science and Engineering, EarlyView.
The axial and lateral creep characteristics of diabase were analyzed based on compression creep tests. The nonlinear viscoelastic‐plastic model capable of describing the whole creep process was established based on the fractional derivative and damage theories.
Zhigang Tao, Pengxiao Guan, Xiaojie Yang, Keyuan Liu, Mingjiu Cai, Hong Yang   +5 more
wiley   +1 more source

Study on strength and deformation characteristics of sandy mudstone based on triaxial unloading test [PDF]

, 2017
Yuan Xianfan
openalex   +1 more source

Dynamic triaxial test research on the effect of water content on the dynamic characteristics of rubber-sand particles

, 2023
Wei Xiong
openalex   +2 more sources

In Situ Triaxial Creep Test on Gravelly Slip Zone Soil of a Giant Landslide: Innovative Attempts and Findings [PDF]

, 2023
Qinwen Tan, Huiming Tang
openalex   +1 more source

The strongest gravitational lenses: I. The statistical impact of cluster mergers

, 2012
For more than a decade now, it has been controversial whether or not the high rate of giant gravitational arcs and the largest observed Einstein radii are consistent with the standard cosmological model.
Altay, Baltz, Bartelmann, Bartelmann, Bartelmann, Bartelmann, Broadhurst, C. Fedeli, Chang, Fedeli, Fedeli, Fedeli, Gottlöber, Haar, Halkola, J.-C. Waizmann, Jenkins, Jing, Jing, Keeton, Keeton, Lacey, Larson, Lee, Limousin, M. Bartelmann, M. Redlich, Mead, Meneghetti, Meneghetti, Meneghetti, Meneghetti, Meneghetti, Miralda-Escude, Moore, Nakamura, Navarro, Navarro, Newman, Oguri, Oguri, Oguri, Oguri, Power, Press, Puchwein, Rozo, Schramm, Sheth, Spergel, Tinker, Torri, Umetsu, Waizmann, Wambsganss, Warren, Zhang, Zhang, Zitrin   +58 more
core   +1 more source

Failure characteristics and the energy criterion of rock with a through‐going joint under true‐triaxial unloading conditions: Insights from the DEM model

Deep Underground Science and Engineering, EarlyView.
The rock failure mode is significantly influenced by the contributing factors, such as the joint inclination, the initial confining pressure, and the unloading point. We found six typical rock failure modes after a large number of numerical tests. Abstract Excavation unloading damages rock masses, with preferential failure along geological defects in ...
Fei Liu, Changhui Liang, Sijia Liu, Yongjun Zhang, Luo Wang   +4 more
wiley   +1 more source

A review on rockburst prediction and prevention to shape an ontology‐based framework for better decision‐making for underground excavations

Deep Underground Science and Engineering, EarlyView.
A scientometric analysis of 2449 journal articles and a comprehensive review of 336 papers were conducted, discussing and identifying challenges and research gaps in rockburst prediction and prevention and proposing an ontology‐based framework for better decision‐making in underground excavations. Abstract With underground engineering projects becoming
Hongchuan Yan, Haijiang Li, Hongqiang Xie, Mingli Xiao, Jianliang Pei, Huaizhong Liu, Jiangda He   +6 more
wiley   +1 more source

Geotechnical Behaviour of a Malaysian Residual Granite Soil [PDF]

, 1999
Granite soil is widely distributed in Peninsular Malaysia. Steep terrain, heavy seasonal rainfall and deep tropical weathering are the main causes of numerous slope failures in this formation. Information on the shear strength of soil and its behaviour
Chik, Zamri, Hossain, Md.kamal, Mohd Nayan, Kahirul Anuar, Taha, Mohd Raihan   +3 more
core  

The asymmetric structure of the Galactic halo

, 2006
Using the stellar photometry catalogue based on the latest data release (DR4) of the Sloan Digital Sky Survey (SDSS), a study of the Galactic structure using star counts is carried out for selected areas of the sky.
Deng, L. C., Hu, J. Y., Xu, Y.
core   +2 more sources

Permeability of granite from a shallow buried mountain pipe gallery tunnel under unloading confining pressure

Deep Underground Science and Engineering, EarlyView.
Triaxial compression tests under unloading confining pressure conditions were conducted to systematically analyze the permeability behavior of granite retrieved from the different classification surrounding rocks. Abstract The rock mass within mountain tunnels undergoes complex changes in permeability, strength, and deformation during tunneling ...
Xiaoyan Zhang, Yonghua Ye, Jianping Zuo, Baojiang Han, Weigang Jiao   +4 more
wiley   +1 more source