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（1）野外勘探现场勘探由100型钻机完成，开孔直径146mm，终孔直径
（1）野外勘探现场勘探由100型钻机完成，开孔直径146mm，终孔直径110mm，所有钻孔均采用泥浆护壁取芯钻进，钻孔控制操作的具体方法按《岩土工程勘察规范》（GB 50021-2001，2009年版）第9.2.4条及《建筑工程地质勘探与取样技术规程》（JGJ87/T-2012）执行。为避免因勘探造成对工程不利的危害(隐患)，在钻探观测和测试工作完成后，均用原土或干的粉质黏土对钻孔位置分层灌实回填。
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(1) field exploration <br>field exploration completed by the rig 100, the opening diameter of 146mm, 110mm diameter final hole, using all drilling mud wall core drilling, the drilling specific control operation according to the method "investigation of geotechnical engineering" (GB 50021 - 2001, 2009 edition) and section 9.2.4 "construction engineering geological exploration and sampling technical Specification" (JGJ87 / T-2012) to perform. <br>To avoid causing exploration to project adversely harm (hazards), and observation after test drilling work is completed, all with the original soil or dry powdered clay for the drilling location hierarchy irrigation real backfill.
正在翻译中..
(1) Field Exploration<br>On-site exploration by 100 drilling rigs, opening diameter 146mm, final hole diameter 110mm, all drilling is using mud wall core drilling, drilling control operation of the specific method according to the Geotechnical Survey Specification (GB 50021-2001, 2009 version) Article 9.2.4 and "Construction Geological Exploration and Sampling Technical Procedure" (JG87/T-2012) implementation.<br>In order to avoid the hazards (hidden dangers) that are detrimental to the project due to exploration, the drilling positions are layered and backfilled with original soil or dry powder edusd clay after the drilling observation and testing work is completed.
正在翻译中..
(1) Field exploration<br>Field exploration is completed by 100 drilling rig, with opening diameter of 146mm and final hole diameter of 110mm. All drilling holes are drilled with mud wall protection and coring. The specific method of drilling control operation shall be in accordance with article 9.2.4 of code for investigation of Geotechnical Engineering (GB 50021-2001, 2009 Edition) and technical code for geological exploration and sampling of Construction Engineering (jgj87 / t-2012).<br>In order to avoid adverse hazards (hidden dangers) to the project caused by exploration, the original soil or dry silty clay shall be used to fill and backfill the drilling position in layers after the completion of drilling observation and test.<br>
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