A discontinuity roughness parameter combined with shear failure mechanism and its correlation with JRC

Behavior of unreinforced dry-jointed masonry walls at corners under lateral loads

Unstable Pillar Failure under Soft Loading Condition

Geotechnical Evaluation of Multi-Layered Simsima Limestone using Bi-Directional Static Load Test (BDSLT)

Geotechnical Engineering for Mass Mining

Load-indentation testing to assess porewater pressure effects on linear drag and disc cutting of a saturated permeable brittle rock

On the reliability of experimental data in the geomechanical characterization of dimension stones

Incorporating electrostatic effects into the effective stress relation — Insights from chalk experiments

Understanding of elastic anisotropy of shale under triaxial loading: Porosity-deformation approach

Measurements of elastic and electrical properties of an unconventional organic shale under differential loading

The effect of surface roughness and mixed-mode loading on the stiffness ratio κ x / κ z for fractures

The mass stiffness of residual dolomite from large surcharge trials

Quantification of Microcrack Anisotropy in Quartzite – A Comparison between Experimentally Undeformed and Deformed Samples

Modelling the decrease of total soluble salts of clayey soils during long-term soaking

GEOTECHNICAL INVESTIGATION FOR THE CONSTRUCTION OF A VAULT IN A ROCKFACE FOR THE PLACEMENT OF A GRAVIMETER AND A LONG PERIOD SEISMOGRAPH AT MATJIESFONTEIN, SOUTH AFRICA

Effects of Saturation on Slope Stability: Laboratory Experiments Utilizing External Load All rights reserved. No part of this periodical may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopying, recording, or any information storage and retrieval system, without permission in writing from the publisher.

ANISOTROPY OF MAGNETIC SUSCEPTIBILITY STUDY OF KAOLINITE MATRIX SUBJECTED TO BIAXIAL TESTS

Effects of Seasonal Freezing on Bridge Column–Foundation–Soil Interaction and Their Implications

A New, Highly Portable Point Load Test Device for Extreme Field Areas

Case study of a loess collapse field trial in Kent, SE England