This book is a short yet rigorous course on a new paradigm in soil mechanics, one that holds that soil deformation occurs as a simple friction-based Poisson process in which soil particles move to their final position at random shear strains. It originates from work by Casagrande’s soil mechanics group at Harvard University that found that an aggregate of soil particles when sheared reaches a "steady-state" condition, a finding in line with the thermodynamics of dissipative systems. The book unpacks this new paradigm as it applies to soils. The theory explains fundamental, ubiquitous soil behaviors and relationships used in soils engineering daily thousands of times across the world, but whose material bases so far have been unknown. These include for example, why for one-dimensional consolidation, the e-log σ line is linear, and why Cα/Cc is a constant for a given soil. The subtext of the book is that with this paradigm, the scientific method of trying to falsify hypotheses fully drives advances in the field, i.e., that soil mechanics now strictly qualifies as a science that, in turn, informs geotechnical engineering. The audience for the book is senior undergraduates, graduate students, academics, and researchers as well as industry professionals, particularly geotechnical engineers. It will also be useful to structural engineers, highway engineers, military engineers, persons in the construction industry, as well as planetary scientists. Because its fundamental findings hold for any mass of particles like soils, the theory applies not just to soils, but also to powders, grains etc. so long as these are under pseudo-static (no inertial effects) conditions.
What are the actual values of stresses and deformation in soil or snow under a passing wheel? Providing answers to these questions and more, Dynamics of Wheel-Soil Systems: A Soil Stress and Defo
... Smoothed Particle Hydrodynamics (SPH) method is adopted to investigate the general characteristics of the sidewall pressure of an open caisson during the sinking process. In the SPH simulation, a modified frictional contact algorithm is ...
... A.D. Kiureghian, R.S. Harichandran, E.E. Khachian, A. Kareem, L.C. Lee, L.H. Wong, O. Ramadan, E.H. Vanmarcke, ... YA (t), and ZA (t) are known and so are the value of the velocity of propagation of waves of excitation on the ...
In: Testing Soil Mixed with Waste or Recycled Materials, STP15643S, pp. 62–75 (1997) Sumathi, S., Chai, S.P., Mohamed, A.R.: Utilization of oil palm as a source of renewable energy in Malaysia. Renew. Sustain. Energy Rev.
Soil Dynamics and Earthquake Engineering (GSP 201) contains 43 papers which examine a variety of topics in soil dynamics and earthquake engineering.
CHAPTER 8 Lateral Earth Pressure and Retaining Walls 8.1 . INTRODUCTION A retaining wall is a structure that supports a vertical or near vertical face of soil and is used to facilitate a major change in the ground surface level .
While this book is a valuable teaching text for advanced students, it is one that the practicing engineer will continually be taking off the shelf long after school lets out.
This book focuses on the unified solutions and analysis for the problems in soil mechanics based on the unified strength theory, which is a new theory on the yield and failure of materials under multi-axial stresses.
This handbook provides a complete and detailed overview of piling systems and their application.
Table2 Foundation excavation monitor project Monitoring project name 1 Displacement supporting structure monitoring ... of building foundation excavations(JGJ120-99)” and “Technical code for monitoring of building excavation engineering ...