《吉林大学岩土工程专业英语》.doc

专 业 外 语 一。综合类 geotechnical engineering岩土工程 foundation engineering基础工程 soil, earth土 soil mechanics土力学 cyclic loading周期荷载 unloading卸载 reloading再加载 viscoelastic found粘弹性地基 viscous damping粘滞阻尼 shear modulus剪切模量 soil dynamics土动力学 stress path应力路径 土的分类 residual soil残积土 groundwater level地下水位 groundwater 地下水 groundwater table地下水位 clay minerals粘土矿物 secondary minerals次生矿物 landslides滑坡 bore hole columnar section钻孔柱状图 engineering geologic investigation工程地质勘察 boulder漂石 cobble卵石 gravel砂石 gravelly sand砾砂 coarse sand粗砂 medium sand中砂 fine sand细砂 silty sand粉土 clayey soil粘性土 clay粘土 silty clay粉质粘土 silt粉土 sandy silt砂质粉土 clayey silt粘质粉土 saturated soil饱和土 unsaturated soil非饱和土 fill (soil)填土 土的基本物理力学性质 cc Compression index cu undrained shear strength cu/p0 ratio of undrained strength cu to effective overburden stress p0 (cu/p0)NC ,(cu/p0)oc subscripts NC and OC designated normally consolidated and overconsolidated, respectively cvane cohesive strength from vane test e0 natural void ratio Ip plasticity index K0 coefficient of “at-rest ”pressure ,for total stressesσ1 andσ2 K0’ do main for effective stressesσ1 ‘ andσ2’ K0n K0 for normally consolidated state K0u K0 coefficient under rapid continuous loading ,simulating instantaneous loading or an undrained condition K0d K0 coefficient under cyclic loading (frequency less than 1 Hz),as a pseudo-dynamic test for K0 coefficient kh ,kv permeability in horizontal and vertical directions, respectively N blow count ,standard penetration test OCR over-consolidation ratio pc preconsolidation pressure ,from oedemeter test p0 effective overburden pressure p s specific cone penetration resistance ,from static cone test qu unconfined compressive strength U,Um degree of consolidation ,subscript m denotes mean value of a specimen u ,ub ,um pore pressure, s