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 9, Problem 9.9P
To determine
Find the maximum permissible depth (H) of the cut before the occurrence of heaving.
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Q14. A contractor is excavating the below trench. The contractor is supposed to dig the
trench 5ft deep and 3ft wide. The soil was tested to have an approximately swell factor of
112% and a shrinkage factor of 14%. The contractor is placing a 10" water pipe in the trench
and then backfilling with the soil that was removed. The dimensions are on center line.
Does the contractor have enough soil to backfill the trench, or will he /she have to need
more? If more soil are needed, how much does the contractor need to bring in. Answer in
LCY.
40ft
3ft
16ft
40ft
20ft
24ft
60ft
Define sand-cone method.
Answer the number shown below for the least horizontal deformation and settlement and for the
most settlement. The braced excavation type of (3) below is chosen for the construction of
subway station and ground settlement is expected to be more than allowable due to the
drawdown of ground water. What do you think you should consider to reduce the settlement?
1) Slurry wall
2) CIP continuous wall
3) Soldier pile and woodlagging wall
4) Soldier pile and concrete wall
Chapter 9 Solutions
Principles of Geotechnical Engineering (MindTap Course List)
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Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Similar questions
- Describe about the Sand-Cone Method in detail.arrow_forward(BASE ON 100 M LONG) In m3 1. Calculate the Excavate 2. Trench and back fill 3. Disposal of surplus This drawing is not to scale 260 x 500 Grade Beam Cutback slope (HV) 1:1 260 x 150 Void Form. 3 Rows 10M Rebar 000 000 www 900 190 3 Rows 15M Rebar Existing Grade 50 mm Rigid Insulation (200 deep) 300 dia. Concrete Piles (see plan)arrow_forwardA water tank is 10 m in diameter and 15 m high. If the tank is to becompletely filled, determine the minimum thickness of the tank plating if thestress is limited to 40 MPa.arrow_forward
- Determine the backfill volume if the backfill is post-compacted from excavated soil.arrow_forwardA septic tank is to be constructed to serve for a family of 8 persons. The size of a septic tankis 2300 mm x 1500 mm x 1500mm. Determine the following;a. volume excavated. b. for concreting, compute the cement, sand and gravel (using class A)i. top and bottom slab,ii. footing 6pcs- 0.60mx0.60m x 20cm andiii. column 6pcs- 20cmx20cmarrow_forwardDesign a 275 ft long x 4.0 ft wide x 9.0 ft deep utility trench as a sloped excavation with no bracing following OSHA guidelines. The unconfined compressive strength of the soil is 3.2 ksf. There is not going to be vibrating equipment in the vicinity of the excavation. What OSHA soil type is this. Justify your answer. Is benching allowed for this soil type? Explain.arrow_forward
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Publisher:Cengage Learning