Principles of Geotechnical Engineering (MindTap Course List)
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN: 9781305970939
Author: Braja M. Das, Khaled Sobhan
Publisher: Cengage Learning
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Chapter 2, Problem 2.13P

Repeat Problem 2.11 with the following data.

Chapter 2, Problem 2.13P, Repeat Problem 2.11 with the following data. 2.11 The grain-size characteristics of a soil are given , example  1

2.11 The grain-size characteristics of a soil are given in the following table.

Chapter 2, Problem 2.13P, Repeat Problem 2.11 with the following data. 2.11 The grain-size characteristics of a soil are given , example  2

a. Draw the grain-size distribution curve.

b. Determine the percentages of gravel, sand, silt, and clay according to the MIT system.

c. Repeat Part b using the USDA system.

d. Repeat Part b using the AASHTO system.

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Ex 11: Design inlet system for the road in figure below with catchment area=86 m*239 m. C=0.8, i=100 mm/hr, Gutter data: y max.=8cm, n=0.018, k=0.38, slope=%1, Z=25, %25 clogging, (space=bar=2 cm). Inlet type used (consists of tow part curb and Q grad inlet =0.6Qgutter max. grade inlet) Q curb inlet =0.4Qgutter max. 0.8*100 3600*1000 Solution: (Qs) Total=CIA= Qgutter (Max.)=k²√√s y8/3 = 0.38- 25 0.018 *(86*239)=0.457 m³/s √0.01 0.088/3= 0.0627 m³/s 30 m 12 m 2mL 12 m 30 m Residence 30 m Streat 12 m Bof 2 m ㅈ 239 m A2 A1
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