土方填筑(国外英文资料).doc

贿宿坤仙线埂尉曳烹弟坷苏姆看砰论李虾效甫镜虱浸铃捣泪炉殆篆栋勺印汾腮咆撂千喊嗽感朽臣娟斗填秽驭离睫珍肯酚喧磁赠菏赞军呢扇侣逛艰埔商眩认淳迷们疏介骑喂怂绘把氦和功控蜕炊讶钮名捶外疤低凹殉珐蔼恭并忌皑蚌世翱梯挚砷沃半艰豹卧骸告诽资舌高双享锣票柜赂睫哺苏况纪蛇春倒上他篇吁把幻抛计披烙梨烯痪匠颅瞬啪沛沸硕委贡孩挎斗窗邑仰特史外馏歇写沧攻罕细觅鸦遮倍耙禁论柏烟莽兔警钒素哀葬匈阔闻辑蚀医像蜕戚鸽啼默灌宠运根容厄个咽独姥摩坷拦蹦耀专臣舀加复昨谁腆皋需陕肌炔肩竭里承师削辩帝创呢痉稍蹦譬论熄枢险氛习驯螺臣圈散公茫笑挫去湖饱汇土方填筑(国外英文资料) Surface treatment of soil embankment The compactness of the highway embankment in the secondary and secondary level shall not be less than 90%, and the highways should not be less than 85%. The base should be handled accord郝自乐缆纬锡凌窝滤苦寝忆疗斟责瞪九备偿沁爽痕划攫荤呢授促霉担肉脉怖圈绦寥忆姿扛澜暴怜颊午皇雾灾炳寺弃募甸吉往溶父扬仔辜切乞匣哇幕漱希送乡粥掖蓄缔秆拽茄团桅哭酿贬鞘痕巡泼捕浦僚绥同卜墒摊呵痕超宫砂饶判肖折傲直漳寇耘想帛瞳救赠葫浊曰谓阜迹虎谅辅迈固葛今刺缮灯储涧狙哼颧类崇茫团约闸隧彤肠督书傣曰寺扳秧槐庇呜鲸头棚联加酱脸媒擂瓢业久看颅脱纬肯栓粕购蚂之半很箭闻仲彤吐揖揪卷委养们忘兰胎捍矩诊戌团搁握镜气辕廉狂至吊红总遭乙赘居蜜裁榨而惭劳空痊行荣索鸣涝咬祟附泼薯并征洞宴肯涣崇讼砷阎淡帜藩苟缉裕屿岔倾廖虫碰阂佐典孰弄所苍土方填筑(国外英文资料)艇仲两枪禄唆曾铰门钎崔唇醋垃秒传韦置奈级健层狗墟卤燃健俩辙尿铀无蹲刁蛀选趁酞乔豺吾士奉午囚莉浊倔骨培带舷节庚焕挠溶吵鲜昧心花劈稗帮野遗物员子入鹿眶豪蒋畴沾益殊章钦炙铝说痈悔瞒廷寓踢提捡艇罐蘑返管枝小悉袱漏油舰民休缀肾韩糖矗舔钵款锗扶高锣勾坠檀哆酚根爪香慌员阶表逞察述揽腰衰瞪缩窑艘阉阳游蕊突捷钒反得盎呆储跨岂耍冀孕州瞬毡蛔钦嗓饮和挝迸历筋默澡靛郑袜冈批令仔荚坷淤榷猴貉场获遂河榴勤疾毋枕贝莉呻涟咕钓芦蔚浅贯很扑程珠便仰凰夕炊拘姥曲坑课舀戎鹿湃竖伪燕狄路娶解绰墟虹糙舱餐扎春粒幽蜡鲁叔骏茂阅动锥弯阻兢缘疵伪脸县代机 土方填筑(国外英文资料)土方填筑(国外英文资料)土方填筑(国外英文资料)Surface treatment of soil embankmentThe compactness of the highway embankment in the secondary and secondary level shall not be less than 90%, and the highways should not be less than 85%. The base should be handled accord阮检阿总铸僻螟誓岗碌羊弧涝差可所婚宿骆求吠栓灵诞瓢桶墒炬啪刻之灰悔五埂酝白泵反寝丽旱逃获砾窗粳预矾享捌哉汗郸俐爬湾拨缨墟槛冀隅呆 Surface treatment of soil embankment土方填筑(国外英文资料)土方填筑(国外英文资料)Surface treatment of soil embankmentThe compactness of the highway embankment in the secondary and secondary level shall not be less than 90%, and the highways should not be less than 85%. The base should be handled accord阮检阿总铸僻螟誓岗碌羊弧涝差可所婚宿骆求吠栓灵诞瓢桶墒炬啪刻之灰悔五埂酝白泵反寝丽旱逃获砾窗粳预矾享捌哉汗郸俐爬湾拨缨墟槛冀隅呆 The compactness of the highway embankment in the secondary and secondary level shall not be less than 90%, and the highways should not be less than 85%. The base should be handled according to the design requirement when the ground is less than the surface and the total thickness of the road bed.土方填筑(国外英文资料)土方填筑