The unit weight of a compacted sand backfill was determined by field measurement to be 1738 kg/m³. The water content and void ratio of the laboratory compacted soil was 10.2% and 60.7% respectively. What was the degree of compaction achieved in field? Assume water content remain constant (G = 2.7).
The unit weight of a compacted sand backfill was determined by field measurement to be 1738 kg/m³. The water content and void ratio of the laboratory compacted soil was 10.2% and 60.7% respectively. What was the degree of compaction achieved in field? Assume water content remain constant (G = 2.7).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The unit weight of a compacted
sand backfill was determined by field
measurement to be 1738 kg/m³.
The water content and void ratio of the
laboratory compacted soil was 10.2%
and 60.7% respectively. What was the
degree of compaction achieved in field?
Assume water content remain constant
(G = 2.7).](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3b054d3d-cff7-4d51-8941-4f4d79607ce5%2Fbaccb273-ed9c-42da-a99c-5ee0a15ee159%2Fday9lb_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The unit weight of a compacted
sand backfill was determined by field
measurement to be 1738 kg/m³.
The water content and void ratio of the
laboratory compacted soil was 10.2%
and 60.7% respectively. What was the
degree of compaction achieved in field?
Assume water content remain constant
(G = 2.7).
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