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Based on NSCP 302.3.2. The ground surface shall be prepared to receive fill by removing vegetation, non-complying fill, topsoil and other unsuitable materials, and by scarifying to provide a bond with the new fill. Where the natural slopes are stepper than height is greater than 1.5m, the ground surface shall be prepared by benching into sound bedrock or competent material as determined by geotechnical engineer. and the

Based on NSCP 302.3.2. The ground surface shall be prepared to receive fill by removing vegetation, non-complying fill, topsoil and other unsuitable materials, and by scarifying to provide a bond with the new fill. Where the natural slopes are stepper than height is greater than 1.5m, the ground surface shall be prepared by benching into sound bedrock or competent material as determined by geotechnical engineer. and the

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Based on NSCP 302.3.2. The ground surface shall be prepared to receive fill by removing vegetation, non-complying fill, topsoil and other unsuitable materials, and by scarifying to provide a bond with the new fill. Where the natural slopes are stepper than height is greater than 1.5m, the ground surface shall be prepared by benching into sound bedrock or competent material as determined by geotechnical engineer. and the 10% 20% 33% 50%
Transcribed Image Text:Based on NSCP 302.3.2. The ground surface shall be prepared to receive fill by removing vegetation, non-complying fill, topsoil and other unsuitable materials, and by scarifying to provide a bond with the new fill. Where the natural slopes are stepper than height is greater than 1.5m, the ground surface shall be prepared by benching into sound bedrock or competent material as determined by geotechnical engineer. and the 10% 20% 33% 50%
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