Titlebook: Geotechnics for Natural Disaster Mitigation and Management; A. Murali Krishna,Takeshi Katsumi Book 2020 Springer Nature Singapore Pte Ltd.

TIA742

Instability of Composite Breakwater Subjected to Earthquake and Tsunami and Its Countermeasures, earthquake and tsunami-induced damage. Gabion and steel sheet piles were used as reinforcing elements for the foundation. Effectiveness of the developed reinforcing model were judge by performing shaking table tests and tsunami overflow tests.

lattice

Extended Application of Cement-Based Grouting to Gravel/Boulder Ground Improvement,provement. We first review conventional cement grouting, and introduce the new technique, then two experimental studies are shown. From these, the detail of the grouting practice is confirmed, and adaptability of the grouting is discussed based on the gravel/boulder size and plasticity of grouting material.

松軟無(wú)力

2364-5156 ird Indo-Japan Workshop on Geotechnics for Natural Disaster Mitigation and Management. This book will be a useful reference for academicians, researchers, practicing professionals and, especially, students of the geotechnical fraternity..978-981-13-8830-9978-981-13-8828-6Series ISSN 2364-5156 Series E-ISSN 2364-5164

ALIBI

EVICT

流行

Jean-Luc Lhéraud,Patrick Bouchetlthough prediction analysis has been tried from such a disaster case, it has not yet been reflected in the design. It is desirable to predict highly accurate predictive analysis, but first of all, it was calculated by a simple calculation method as much as possible.

Irrigate

小蟲(chóng)

,Shear Strength Behaviour of Gravel–Tire Chips Mixture,imens with GF?

不透明性

Evaluation of the Risk Distribution of the Debris Flow Occurred Using Numerical Simulation Subjectelthough prediction analysis has been tried from such a disaster case, it has not yet been reflected in the design. It is desirable to predict highly accurate predictive analysis, but first of all, it was calculated by a simple calculation method as much as possible.

Orchiectomy

Stephan Gerhard Huber,Nadine Schneidertegrated into the design process of remedial measures and the destabilising effect of rainfall is not quantified. This study provides a procedural method for integrating rainfall load into the design of slope remedial measures. The method combines rainfall–landslide relation model with remedial slope design.