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研究所、轉學考(插大)◆土壤力學及基礎工程
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110年 - 110 國立中央大學_碩士班招生考試_土木工程學系/大地工程組(一般生):土壤力學及基礎工程#105334
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10) 5% 請列舉三種擋土牆可能的整體破壞模式(5%)
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a) Please write down the full English titles for CPT and SPT (2%)
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b) Which one can be used for retrieving soil samples during testing? (2%)
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c)Which one can be used for detecting thin soil layers underground? (2%)
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2) In-situ stress (4%) As shown below, a 9-m-thick layer of saturated clay is underlain by a layer of sand. Calculate the maximum depth of cut H that can be made in the clay layer?
#447190
a) the clay is normally consolidated (5%)
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b) preconsolidation pressure = 200 kN/m2 (5%)
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c) preconsolidation pressure = 150 kN/m2 (5%) Note that Cc = 0.178 and Cs = 0.2Cc
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4) Soil strength (10%) The result of two CD triaixial tests is as follows:σ3 = 70 kPa, deviator stress at failure = 130 kPa;σ3 = 160 kPa, deviator stress at failure = 223.5 kPa; please find c andΦ
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5) (3%) What is the English full title of USCS?
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6) (2%) What is the definition for soil water content?
#447196
相關試卷
110年 - 110 國立中央大學_碩士班招生考試_土木工程學系/大地工程組(一般生):土壤力學及基礎工程#105334
110年 · #105334
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