ABSTRACT
To obtain data about the stiffness and bearing capacity of a foundation pile, the Rapid Load Test could be an effective and economic alternative for a static load test. In order to judge this, the influence of rate effects in clay and pore water pressures in sand should first be understood. This book presents the latest developments in the research
TABLE OF CONTENTS
part |2 pages
Seminar papers: Advances in international research
part |2 pages
Delft Cluster project