Designed to complement the McGraw-Hill Civil Engineering PE Exam Guide: Breadth and Depth, this subject specific qdepthq guide provides comprehensive coverage of the subject mattter applicants will face in the afternoon portion of the PE exam. Each book, authored by an expert in the field, will feature example problems along with power study techniques for peak performance.The soil behind the wall and the foundation soil is a medium sand having a wet unit weight of 125 lbs/ft3 and a friction angle of 35Ad. ... Solution: For 35Ad and 17.5Ad , the Coulomb active earth pressure coefficient Ka 0.260 and the passive earth pressure coefficient Kp ... Design Manual for Segmental Retaining Walls, J. G. Collin, Editor, Second Edition. ... Soil Mechanics in Engineering Practice, Third Edition.
|Title||:||The McGraw-Hill Civil Engineering PE Exam Depth Guide|
|Author||:||S. J. Spigolon|
|Publisher||:||McGraw Hill Professional - 2001|