QL: Determine the vohume of earthwork to be excavated for the plot shown in fig 1. The formation level is 69.00 m. 1t o i T ne no nn na 15m n o) g g t5m 7 710 e T Figure 1 Ql: Determine the volume of earthwork to be excavated for the plot shown in fig 1. Theformation level is 69.00 m.15m15 m15 m724072. 10717071 2015 m72.3071.5070.7071.3015 m7180719071.6071.40Figure 1.

The rectangular plot is divided into 6 squares. These six squares are divided into triangles with…

Q1: Determine the volume of earthwork to be excavated for the plot shown in fig 1. The formation level is 69.00 m. 15m 15m 15 m 72.40 72. 10 71.70 71 20 15 m 72.30 7150 70.70 71.30 15 m 71.80 7190 71.60 71.40 Figure 1.

Q1: Determine the volume of earthwork to be excavated for the plot shown in fig 1. The formation level is 69.00 m. 15m 15m 15 m 72.40 72. 10 71.70 71 20 15 m 72.30 7150 70.70 71.30 15 m 71.80 7190 71.60 71.40 Figure 1.

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

QL: Determine the vohume of earthwork to be excavated for the plot shown in fig 1. The formation level is 69.00 m. 1t o i T ne no nn na 15m n o) g g t5m 7 710 e T Figure 1

Ql: Determine the volume of earthwork to be excavated for the plot shown in fig 1. The
formation level is 69.00 m.
15m
15 m
15 m
7240
72. 10
7170
71 20
15 m
72.30
71.50
70.70
71.30
15 m
7180
7190
71.60
71.40
Figure 1.

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X 9.81 X 8 X 8 P2 $13.92 KN IM compute the intensities earth pressure cohesionless Fricth what and level saturated and (1 of active & passive of 8m in dey an angle of 18 KN lm 3 of intensities of active pressure if the water ground level ? Take of sand as 22 kN/m³ internal frieth is 34°. balz narzo Shot by SNEHAL @813 a 2.61m sand 30° and unit will be the Passive earth rises to unit w angle of DENT at depth with unit wt the Verti unit soil is k UDL thru 60 17 p= 9 =
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It is requested to dimension the bending wall (similar to figure 2) in order to resist tipping and slipping, considering parameter values geometric and geotechnical according to the table. v (kN/m³) с (КPа) H (m) q (kN/m?) 18 29 20 Note: use data provided in figure 02 for pre-dimensioning. bo be: 20 cm (mín) bi: (8% a 10%) H B: (40% a 70%) H D: 20 cm (mín) ou (8% a 10%) H P: (10% a 12%) H E: 30 cm (mín) b1 Figure 02: typical section suggested for pre-sizing of bending retaining wall (minimum values)
DEPTH OF BORINGS
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find passive and active pressure
pls answer
???