Date:Problem 1.Excavation site was protected using a sheetpiles as shown belowDepth of excavation: He-5 (m)ông dệ15 mi de mDepth of sheet pile Hp = 4,5 (m)Specific gravity Gs = 2,₁7; void raito e = 0,6Evaluate factor of safety against soil(soil boiling)1 piping! 21:22H₂K-H₂a d₁AHWSandy soilIX

∆H(difference in water level) = He + di - df = 5 + 1 - 1.5 = 4.5m Hs(depth of sheet pile) = 4.5 m ie…

Problem 1 Excavation site was protected using a sheet piles as shown below Depth of excavation. He - 5 (m) dy d = 1,5 m; d = 1m Depth of sheet pile Hp = 4,5 (m) Specific gravity Grs = 2₁7; void raito e = 0,6 Evaluate factor of safety against soilpiping. (soil boiling)

Problem 1 Excavation site was protected using a sheet piles as shown below Depth of excavation. He - 5 (m) dy d = 1,5 m; d = 1m Depth of sheet pile Hp = 4,5 (m) Specific gravity Grs = 2₁7; void raito e = 0,6 Evaluate factor of safety against soilpiping. (soil boiling)

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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Concept explainers

Measuring site work, Excavation and Piling

Bid drawings typically include very little material about the precise requirements of site work operations, measuring site work and excavation work differs from measuring most other works on a construction project. The actual site work conditions are not provided and also the dimensions of the excavations are not known during the pre-construction phase. The precise measurement of the excavation and backfill of the earth material and topsoil is important for a contractor to decide upon the total cost required for the process. All the works should be carried out under OSHA (Occupational Safety and Health Administration) standards to ensure the safety of the workers.

Question

Date:
Problem 1.
Excavation site was protected using a sheet
piles as shown below
Depth of excavation: He-5 (m)
ông dệ15 mi de m
Depth of sheet pile Hp = 4,5 (m)
Specific gravity Gs = 2,₁7; void raito e = 0,6
Evaluate factor of safety against soil
(soil boiling)
1 piping!

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