- 規(guī)范標(biāo)準(zhǔn)
下載手機(jī)詞典可隨時隨地查詞查翻譯
codeslstandards中文什么意思
例句與用法
- conclusions as following have got through test study : ( 1 ) when impact compaction technology is applied to treat collapsible loess subgrade, the effect depth may be treated generally can not override 80 cm and impact compaction pass is optimum at 30 times . ( 2 ) for stratified impact compaction of subgrade, when compactness of each level reaches codeslstandards loose laying depth of 80 cm fits 40 impact compaction pass is the optimum combination of subgrade construction . when average compactness in each level reaches codeslstandards loose laying depth of 80 cm fits 30 impact compaction pass is the optimum combination o ( 3 ) the quality control method may request impact compaction pass as the main control index and at the same time the final division settlement is less than 10 % of total settlement as large area subgrade is constructed
通過試驗(yàn)研究主要得出如下認(rèn)識：沖擊壓實(shí)技術(shù)處理濕陷性黃土地基時，其有效處理深度一般不超過80cm，沖壓遍數(shù)以30遍左右為宜；對路基分層沖壓，在要求土體中各點(diǎn)壓實(shí)度均達(dá)到規(guī)范要求時，路基沖壓最佳組合為虛鋪厚度80cm、沖壓40遍；在只要求土體平均壓實(shí)度達(dá)到規(guī)范要求時，路基沖壓最佳組合為虛鋪厚度80cm、沖壓30遍；大面積施工時，質(zhì)量控制方法可按照在以沖壓遍數(shù)作為主要控制指標(biāo)的同時，要求最后10遍分計沉降量小于累計沉降量10；在施工單位自己購置沖擊壓實(shí)機(jī)情況下，與傳統(tǒng)施工相比較，沖擊壓實(shí)技術(shù)是一種既能節(jié)約資金又能大量縮短工期的施工方法。 - conclusions as following have got through test study : ( 1 ) when impact compaction technology is applied to treat collapsible loess subgrade, the effect depth may be treated generally can not override 80 cm and impact compaction pass is optimum at 30 times . ( 2 ) for stratified impact compaction of subgrade, when compactness of each level reaches codeslstandards loose laying depth of 80 cm fits 40 impact compaction pass is the optimum combination of subgrade construction . when average compactness in each level reaches codeslstandards loose laying depth of 80 cm fits 30 impact compaction pass is the optimum combination o ( 3 ) the quality control method may request impact compaction pass as the main control index and at the same time the final division settlement is less than 10 % of total settlement as large area subgrade is constructed
通過試驗(yàn)研究主要得出如下認(rèn)識：沖擊壓實(shí)技術(shù)處理濕陷性黃土地基時，其有效處理深度一般不超過80cm，沖壓遍數(shù)以30遍左右為宜；對路基分層沖壓，在要求土體中各點(diǎn)壓實(shí)度均達(dá)到規(guī)范要求時，路基沖壓最佳組合為虛鋪厚度80cm、沖壓40遍；在只要求土體平均壓實(shí)度達(dá)到規(guī)范要求時，路基沖壓最佳組合為虛鋪厚度80cm、沖壓30遍；大面積施工時，質(zhì)量控制方法可按照在以沖壓遍數(shù)作為主要控制指標(biāo)的同時，要求最后10遍分計沉降量小于累計沉降量10；在施工單位自己購置沖擊壓實(shí)機(jī)情況下，與傳統(tǒng)施工相比較，沖擊壓實(shí)技術(shù)是一種既能節(jié)約資金又能大量縮短工期的施工方法。