o: Rapid impact compaction is used in the project below. Read the details, then1. investigate whether rapid impact compaction was a good selection.2. check if the proposed depth of improvement is achievable with rapid impact compaction.3. show if the applied energy per each drop point or primary pass was sufficient to densify thegeomaterial.Case history- Housing Project established in 2013LocationDubai, UAEGeomaterial (0-6 meters)• Medium dense silty sand.SPT N value (11-16)In some areas of the project site, a loose to very loosefine to medium-grained sand layer is encountered atthe depth ranging from approximately 1.0 m to 4.5 mbelow the ground level with SPT N value (4-6).ODepth of groundwater table 1.5 mDepth of improvement4 mPrimary 6*6 m and secondary each 3 m.Compaction patternNumber of passesHammer weightAverage height of dropAverage Number of blowsby one pass at each droplocation1839 tons1.15 msubo

1. rapid impact compaction is not a good selection because it is not an accurate on and it is not…

6: Rapid impact compaction is used in the project below. Read the details, then 1. investigate whether rapid impact compaction was a good selection. 2. check if the proposed depth of improvement is achievable with rapid impact compaction. 3. show if the applied energy per each drop point or primary pass was sufficient to densify the geomaterial. Case history- Housing Project established in 2013 Location Dubai, UAE Geomaterial (0-6 meters) Depth of groundwater table Depth of improvement Compaction pattern Number of passes Hammer weight Average height of drop Average Number of blows by one pass at each drop location • Medium dense silty sand. ● SPT N value (11-16) • In some areas of the project site, a loose to very loose fine to medium-grained sand layer is encountered at the depth ranging from approximately 1.0 m to 4.5 m below the ground level with SPT N value (4-6). 1.5 m 4 m Primary 6*6 m and secondary each 3 m. 3 9 tons 1.15 m 18 مطبع

6: Rapid impact compaction is used in the project below. Read the details, then 1. investigate whether rapid impact compaction was a good selection. 2. check if the proposed depth of improvement is achievable with rapid impact compaction. 3. show if the applied energy per each drop point or primary pass was sufficient to densify the geomaterial. Case history- Housing Project established in 2013 Location Dubai, UAE Geomaterial (0-6 meters) Depth of groundwater table Depth of improvement Compaction pattern Number of passes Hammer weight Average height of drop Average Number of blows by one pass at each drop location • Medium dense silty sand. ● SPT N value (11-16) • In some areas of the project site, a loose to very loose fine to medium-grained sand layer is encountered at the depth ranging from approximately 1.0 m to 4.5 m below the ground level with SPT N value (4-6). 1.5 m 4 m Primary 6*6 m and secondary each 3 m. 3 9 tons 1.15 m 18 مطبع

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter5: Soil Improvement And Ground Modification

Section: Chapter Questions

Problem 5.13P

See similar textbooks

Similar questions

Please explain Vibro-compaction method in details. Please answer it in detail not in brief. This Question is of course - Engineering of Ground Modification (Geotechnical Engineering)
GEOTECHNICAL COMPLETE SOLUTION PLS For a falling-head permeability test, the following are given: length of specimen = 15.1 in., area of specimen = 3.9 in^2, and k = 0.0686 in./min. What should be the area in sq. in. of the standpipe for the head to drop from 25.1 to 12.6 in. in 8.9 min. ?
2- Explain scouring in the sedimentation tank
QUESTION 4 A settling analysis is run on a Type 1 suspension in a laboratory column with a port of 1.9m below the suspension surface. The data obtained are shown below. Time (min) TSS (conc,mg/L) 0 220 3 116 5 98 10 75 20 35 40 10 60 2 What is the theoretical removal efficiency in a settling basin for an overflow of 440 m2/m.day?
what are the advantages and disadvantages of Winkler Subgrade method?
Question:- Demonstrate that the contraction scour can be classified as being “live-bed” at a bridge that crosses a stream bed of fine gravel (D50 = 0.0196-ft) when the stream is flowing at 6.8 ft/sec at a depth of 8.5 ft upstream of the contraction?
Expand in 5 sentences how you are going to interests the results of proctor's compacting test?
Explain how the compaction water content influences the shapes of SWCCs (e.g. air-entry value, residual suction value).
Define the Evaluation of Drained Youngs Modulus from CPT ?
A sample o f soi l compacte d accordin g t o a standar d Proctor test ha s a unit weight of 130.9 lb/ft 3 at 100 % compaction and at optimum water content o f 14% . What is the dryunit weight? If the voids become fille d with water what would be the saturated unit weight?Assume Gs = 2.67.
Question # 3 (b): Design a grit chamber for population 80000 with water consumption of 200 LPCD, with maximum flow of 2.5 times of average flow, and horizontal velocity of 2.0m/s and detention time of one minute. Subject: Environmental Engineering
pesign a rectangular sedimentation tank to treat 120000 m3/day flows. ssume the SOR=30 m/day, L= 32 m, LW-4:1. D.T-3hr?