s 21enn contents table

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Ngày tải lên: 17/02/2014, 13:10

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Ngày tải lên: 17/02/2014, 13:33

... / cleans / cleaned） my room yesterday. ⑵ She （visits / visited / visit） me last Sunday. ⑶ They （do / does / did） not play soccer yesterday. ⑷ Did Tom （wash / washes / washed） his father s car? 2 次の日本文にあう英文になるように，  に適する語を書き なさい。 ⑴ 私たちは駅まで歩きました。    We ... Yamada is （we / our / ours） teacher. ⑵ This bike is （I / my / mine）. ⑶ That boy is Mak...

Ngày tải lên: 17/02/2014, 13:11

... 答 1  ⑴ are  ⑵ is  ⑶ is  ⑷ am  ⑸ is ⑹ is 2  ⑴ She is  ⑵ He s  ⑶ is not ⑷ He isn’t［He s not］  ⑸ Is  ⑹ she is 3  ⑴ he is  ⑵ she isn’t［she s not］  ⑶ she is 4  ⑴ He is［He s my friend. ⑵ Is she a student? 解 ... 答 1  ⑴ not  ⑵ isn’t  ⑶ Is this  ⑷ Is that 2  ⑴ it is  ⑵ it isn’t［it s not］  ⑶ It s 3  ⑴ Is this  ⑵ it is  ⑶ It is   ⑷  isn’t / It s  ⑸ Ken，Aki s ⑹ it isn’t［it s not］ 4  ⑴ ...

Ngày tải lên: 17/02/2014, 13:11

... ⑴ Use this table.   ⑵ Emi, use this table. / Use this table, Emi.   ⑶ Please use this table. / Use this table, please.   ⑷ Let s use this table.   ⑸ Don’t use this table.   ⑹ Don’t use this table, ... two sisters. Their names are Aki and Mie.   ⑵ Whose book is that? ― It is［It s my mother s.   ⑶ This is not［isn’t］ mine. It is［It s yours.     ［This cup isn’t［is not］ min...

Ngày tải lên: 17/02/2014, 13:20

... base (KSF) 10.7.3.8.6f Nordlund/Thurman Method in Cohesionless Soils This effective stress method should be applied only to sands and nonplastic silts. The nominal unit side resistance, q s , ... representative SPT blow count near the pile C10.7.3.8.6g In-situ tests are widely used in cohesionless soils because obtaining good quality samples of cohesionless soils is very difficult. In-situ...

Ngày tải lên: 06/09/2012, 15:57

... in Cohesionless Soils 10.8.3.5.2a General Shafts in cohesionless soils should be designed by effective stress methods for drained loading conditions or by empirical methods based on in-situ test results. C10.8.3.5.2a The ... nominal shaft tip resistance (KIPS) R s = nominal shaft side resistance (KIPS)  qp = resistance factor for tip resistance specified in Table 10.5.5.2.4-1  qs = resi...

Ngày tải lên: 29/09/2013, 12:20

... Groups in Cohesionless Soil When a detailed analysis of the settlement of pile groups in cohesionless soils is conducted, the pile group settlement should be estimated using results of insitu tests ... in Cohesionless Soils This effective stress method should be applied only to sands and nonplastic silts. The nominal unit side resistance, q s , for this method, in KSF, shall be taken as: ...

Ngày tải lên: 29/09/2013, 12:20

... resistance shall be estimated using accepted soil mechanics theories and should be based on measured soil parameters. The soil parameters used in the analyses shall be representative of the soil ... shear strength under the considered loading and subsurface conditions. The nominal bearing resistance of spread footings on cohesionless soils shall be evaluated using effective stress analyses .....

Ngày tải lên: 29/09/2013, 12:20

... more discontinuous than soil, emphasis is placed on visual assessment of the rock and the rock mass. Other methods for assessing rock mass strength, including in-situ tests or other visual systems ... values computed from measurements of excess pore pressures or settlement rates during construction of other structures. CPTu tests in which the pore pressure dissipation rate is measured may be...

Ngày tải lên: 29/09/2013, 12:20