Results 221 to 230 of about 106,886 (361)

Study on fracture parameter calibration and failure characteristics of rock with hole and crack

Deep Underground Science and Engineering, EarlyView.
The SIF and plastic zone equations for a single hole and crack have been derived. The model's failure state leads to the identification of four types of cracks. The plastic zone increases with increased brittleness and decreased crack length. Abstract Cracks within the surrounding rock of roadways significantly affect their stability and failure ...
Shaochi Peng, Wensong Wang
wiley   +1 more source

Improving engineering properties of laterite soil using eco-friendly biopolymers: a study on strength and compressibility. [PDF]

Sci Rep
Ebid AM, Banne S, Bobade SU, Sorate R.
europepmc   +1 more source

Predicting the uplift capacity of circular anchors in frictional-cohesive soils using Kolmogorov-Arnold networks [PDF]

Tran Vu-Hoang, Tan Nguyen, Jim Shiau, Hung-Thinh Pham-Tran, T. Nguyen‐Thoi   +4 more
openalex   +1 more source

Review and prospects of shear test of bolted rock joints

Deep Underground Science and Engineering, EarlyView.
The laboratory shear test equipment, test method, and numerical simulation of bolted rock joints were summarized. The shortcomings and limitations of the current research were analyzed, and the research prospects were proposed. Abstract Rock bolting is a critical approach in geotechnical engineering for supporting weak rocks.
Shulin Ren, Fan Yang, Manchao He, Yong Yuan, Zhigang Tao   +4 more
wiley   +1 more source

A yield design approach to the stability analysis of A seabed subjected to wave loading and pseudo-static seismic forces. [PDF]

Sci Rep
Quiuqui JPC, Maghous S.
europepmc   +1 more source

THE ESTIMATION OF THE CONSOLIDATED UNDRAINED SHEAR STRENGTH OF THE FILLED UP GROUNDS WITH COHESIVE SOILS FOR HOUSING LOTS

, 1988
Mikio FUTAKI
openalex   +2 more sources

Investigation on hard‐rock breaking performance and auxiliary mechanism of picks assisted with both‐sided high‐pressure water jets

Deep Underground Science and Engineering, EarlyView.
This paper investigates the high‐pressure water jet‐pick combined rock‐breaking mode (HPC), which employs high‐pressure water jets to precut grooves on both sides of the picks. The rock‐breaking patterns and performance of the HPC method are obtained, and the auxiliary rock‐breaking mechanism of water jet grooving is revealed.
Jingjing Lu, Jiancheng Xiao, Hui Zhou, Xiao Ma, Congcong Hou, Jian Cui, Fujian Yang   +6 more
wiley   +1 more source

Testing Using the DCP Probe of a Subgrade Modeled from Difficult-to-Compact Sand in a Calibration Chamber. [PDF]

Materials (Basel)
Tymosiak D, Sulewska MJ, Kokoszka W, Słowik M, Błazik-Borowa E, Ożóg D, Puchlik M.   +6 more
europepmc   +1 more source

Random finite element analysis on ground subsidence caused by tunnel excavation in karst regions with spatial variable soil

Deep Underground Science and Engineering, EarlyView.
This study investigates ground subsidence during tunnel excavation in karst areas, highlighting the combined effects of karst cave proximity, cave size, and soil spatial variability. Findings suggest that shorter cave distances and larger cave sizes increase subsidence variability, and a modified Peck formula is proposed for more accurate subsidence ...
Zhenghong Su, Yong Fu, Miaomiao Sun, Kailin Ding, Ying Zhao   +4 more
wiley   +1 more source

Analysis of the influence of new tunnel excavation on the stability of adjacent existing tunnels. [PDF]

Sci Rep
Yang M, Liu N, Li H, Hu X.
europepmc   +1 more source