Results 111 to 120 of about 124,070 (303)
Extensive overview of soil constitutive relations and applications for geotechnical engineering problems. [PDF]
Onyelowe KC +6 more
europepmc +1 more source
Cement infill shares compressive and shear stresses during loading, while interfacial friction hinders crack propagation and reduces stress concentration, improving the rock's load‐bearing capacity. Failure modes vary with crack inclination. Unfilled specimens show four modes.
Shihao Yuan +4 more
wiley +1 more source
Developments of inverse analysis by Kalman filters and Bayesian methods applied to geotechnical engineering. [PDF]
Murakami A, Fujisawa K, Shuku T.
europepmc +1 more source
A novel shear‐lag model, validated by pull‐out tests, incorporates a constant bond stress stage to predict the complete load–displacement response of grouted rock bolts, providing a new tool for optimizing anchorage length and material toughness in deep underground engineering. Abstract The stability of rock masses in deep underground excavations, such
Wenhui Bian +6 more
wiley +1 more source
Microplastic Contamination in Soils: A Review from Geotechnical Engineering View. [PDF]
Monkul MM, Özhan HO.
europepmc +1 more source
An analytical framework delivers a closed‐form stress solution for lined compressed air energy storage chambers, enabling the determination of the minimum safe burial depth. The solution quantitatively evaluates lining support effectiveness, offering a reliable tool for chamber design and optimization.
Zeyuan Sun +3 more
wiley +1 more source
Geotechnical map of a coastal and industrialized urban area (Avilés, NW Spain)
Geotechnical mapping of urban environments is usually constrained by the scarcity of outcrops during fieldwork. Such is the case of Avilés, a coastal Spanish city that has been heavily industrialized since the middle of the last century.
Luis M. Díaz-Díaz +3 more
doaj +1 more source
Measurement-Error Analysis of Fiber Bragg Grating Flexible Sensor for Displacement-Field Monitoring of Geotechnical Engineering. [PDF]
Tian C, Ma X, Peng B, Ma X, Li Z.
europepmc +1 more source
This study examines the effects of curing temperature on the mechanical behavior of underground rock masses treated with enzyme‐induced calcite precipitation (EICP) and an innovative biopolymer‐modified EICP (BP‐EICP). Abstract Biocementation is an innovative and sustainable technique for reinforcing weak and weathered rock masses in natural and ...
Mary C. Ngoma, Oladoyin Kolawole
wiley +1 more source
Advances in Rock Mechanics and Geotechnical Engineering
Hasanipanah, Mahdi +2 more
openalex +2 more sources

