大工10秋《土力学与地基基础》在线作业1(Great works, 10 autumn, soil mechanics and foundation work online, 1).docVIP
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大工10秋《土力学与地基基础》在线作业1(Great works, 10 autumn, soil mechanics and foundation work online, 1)
大工10秋《土力学与地基基础》在线作业1(Great works, 10 autumn, soil mechanics and foundation work online, 1) In the fall of 10 soil mechanics and foundation online homework answer 1 RadioButtonList, (a total of 10 questions, a total of 50 points.) Score: 50 1. a fully saturated clay sample water content is 30%, the liquid limit is 33%, the plastic limit is 17%, the soil liquid index (for). A. 0.71 B. 0.91 C. 0.81 D. 0.61 Answer: C score: 5 points score: 5 2. when the relative degree of dense sand is 0, sand in the (state). The density of A. B. most loose C. is not dense nor loose D. cannot determine Answer: B score: 5 points score: 5 3. moisture process properties on which of the following soil affected? () A. silt B. powder sand C. fine sand D. gravel soil Answer: A score: 5 points score: 5 4. there is a full cut of undisturbed in volume as the cutting ring 60cm3, said the total mass of 114g is 105 DEG C, drying to constant weight is 89g, the proportion of the known soil particles is 2.69. Is the natural moisture content of the soil (for). A. 28% B. 27% C. 36% D. 42% Answer: A score: 5 points score: 5 5. an engineering foundation experience to obtain basic indexes of undisturbed soil samples: soil particle proportion is 2.70, the natural water content is 18.9%, density is 1.71g/cm3, the saturation of the soil (for). A. 58.2% B. 63.7% C. 34.8% D. 78.4% Answer: A score: 5 points score: 5 6. a fully saturated clay sample water content is 30%, the liquid limit is 33%, the plastic limit is 17%, the soil plasticity index (for). A. 3 B. 16 C. 13 D. 6 Answer: B score: 5 points score: 57. when the relative degree of dense sand is 1, sand in the (state). The density of A. B. most loose C. is not dense nor loose D. cannot determine Answer: A score: 5 points score: 5 8. there is a full cut of undisturbed in volume as the cutting ring 60cm3, said the total mass of 114g is 105 DEG C, drying to constant weight is 89g, the proportion of the known soil particles is 2.69. The saturation of the soil (
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