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Yult CNC 3.4ult 1.3N. + qNg 0.4YBNY 11. are non- biodegrable polymeric used in various construction projects by Geotechnical Engineer. a. Geotextile b. Geosynthetics c. Geogrid d. None 12. It is made of two sets of parallel filaments or stands of yarn systematically interlaced to form a planar structure.

Yult CNC 3.4ult 1.3N. + qNg 0.4YBNY 11. are non- biodegrable polymeric used in various construction projects by Geotechnical Engineer. a. Geotextile b. Geosynthetics c. Geogrid d. None 12. It is made of two sets of parallel filaments or stands of yarn systematically interlaced to form a planar structure.

Structural Analysis
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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GEO NO 11

10. The ultimate bearing capacity formula for square footing. a. qut = cN. + qNq + ÷YBN, b.qult = 1.3N. + qNq + 0.4YBN, c. None 11. are non- biodegrable polymeric used in various construction projects by Geotechnical Engineer. a. Geotextile b. Geosynthetics c. Geogrid d. None 12. It is made of two sets of parallel filaments or stands of yarn systematically interlaced to form a planar structure. a. Knitted Geotextile b. Woven Geotextile c. Non-woven Geotextile d. None
Transcribed Image Text:10. The ultimate bearing capacity formula for square footing. a. qut = cN. + qNq + ÷YBN, b.qult = 1.3N. + qNq + 0.4YBN, c. None 11. are non- biodegrable polymeric used in various construction projects by Geotechnical Engineer. a. Geotextile b. Geosynthetics c. Geogrid d. None 12. It is made of two sets of parallel filaments or stands of yarn systematically interlaced to form a planar structure. a. Knitted Geotextile b. Woven Geotextile c. Non-woven Geotextile d. None
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