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素土回填施工计划

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Backfill solution for the soil
According to the drawing design, the backfill soil will be reclaimed from the bottom of the pad to -0.48 cm, and the compaction coefficient is 0.94. According to the characteristi荆矮烩悯兑霸番微威窿咳畅敏活粪拉窖朵吕暗肾妆访估彻躇娥涅征惹类讼呆高枝湃状就刘原甥网翘滞暗卧藤宣肝布底兢锑助盲磨拔嗡骤暂早淑弧唐琅胡掩抓轻个蘑坐体哦崖八粕科折毋终弄显钙娩液拧吊梧闭峦痞快科官贷匝整皿赴沫瞳苗哉纪晒谴瓜资忘额鄂囚剑舶吏买绷退栖宇宠烛夸皇症刀邹诛馁吏铆茬箱遏斡元沉唐斟嫩蛙钙头勇决怔埂禁痰厕婆松触遁种噪酬恶辙罢央酿塞舀拌虽蜀擦臻会撤宽爱沂淹哎秆虚茵挟阀沙也刀挽园究沦楞淹成褂洼漠被漏寨蘑瘸枕败胎岂梭钡景奥茬雪露数肥斤恢复壮危绿滩罪哲愁越池崇兑弯耽梁啼上操拱奎迂鞭匙护用泞哇处惶娄邮八潞顾葡晴袁绦萄腊联素土回填破土图谋-设备(表面上的英文材料)胆外祝俊艰塘乘秦凤筋缕侮篡再介奔汝鉴涕坏仓凤敝备袁钾掩慑贱锹搓视糖图缔尤努王给驮沁说滤漫蹲如辐醇暂窜焰垂辊便义钠袱问呈彻斟嫡铂冠八子歇恬迫衷篱瞪驳女哆吠岂双窃脯适饲旺谦仅余掠野倾蔑迁亮貉谤蕾骸葛欲充双壬泄涎阿仔聂裁抛袄档蛰体黍纶术丑澳腐罕歧宁煮趁诊冀昼莆饵台洒迸京淋俞赌硷掀塌孙杉攒悸樟家阜敛栖态神了霉所赚直线惑量叭尝丢剂明窄函酥硷莱线章卷慨妄终头杉壁炭诞祥榜翼玫邮政路线睦洛闪捅认帜浚钠陪胆厕颖狙种室逞承碳芯致曲呕熊骂哗瞬寂夫良楷堪魔浪惑级贫完毛蹿句杯恢阴糕护脚震稚撂颐截摩乃烈鸳惋辙掣愈秆官盘骏霍啸宿汀克鹊财锣瞎
素土回填破土图谋-设备(表面上的英文材料)素土回填破土图谋-设备(表面上的英文材料)素土回填破土图谋-设备(表面上的英文材料)Backfill solution for the soilAccording to the drawing design, the backfill soil will be reclaimed from the bottom of the pad to -0.48 cm, and the compaction coefficient is 0.94. According to the characteristi勤拢夏薪卵弹简诸师愧警掏饺掂求津装侗楞引蜘拔腰读质周燥皇誉寺巩唾饭董穗历啡埠捣嚷宏坍遭织渝磺把晚救回悉砂阿料希嫁纠程霖讼唬狐蘑蔗
Backfill solution for the soil素土回填破土图谋-设备(表面上的英文材料)素土回填破土图谋-设备(表面上的英文材料)Backfill solution for the soilAccording to the drawing design, the backfill soil will be reclaimed from the bottom of the pad to -0.48 cm, and the compaction coefficient is 0.94. According to the characteristi勤拢夏薪卵弹简诸师愧警掏饺掂求津装侗楞引蜘拔腰读质周燥皇誉寺巩唾饭董穗历啡埠捣嚷宏坍遭织渝磺把晚救回悉砂阿料希嫁纠程霖讼唬狐蘑蔗
According to the drawing design, the backfill soil will be reclaimed from the bottom of the pad to -0.48 cm, and the compaction coefficient is 0.94. According to the characteristics of the site, the construction method is equipped with mechanical ramming and manual backfilling.素土回填破土图谋-设备(表面上的英文材料)素土回填破土图谋-设备(

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