1) thick sand layer
厚砂层
1.
The construction method of well sinking in thick sand layer;
厚砂层中的沉井施工方法
2) thick sand bodies
厚层砂体
1.
Based on the synthetic seismogram calibration and seismic attribute analysis,a series of thick sand bodies developed in the third member of Qingshankou Formation in Haituozi-Dabusu area,southern SongLiao Basin were characterized by banded sedimentary characteristics of long,straight and narrow shape.
松辽盆地南部海坨子—大布苏地区青三段地层发育几套厚层砂体,通过合成记录标定及地震属性分析,表明该套厚层砂体具有长、直、窄的条带型沉积特征。
3) thick sandy soil layer
厚砂土层
1.
Simulating on damage law of disturbed thick sandy soil layer and transference of load in shallow seam;
浅埋煤层采动厚砂土层破坏规律模拟
2.
Mathematical model of "arch beam" of thick sandy soil layer movement in shallow seam
浅埋煤层地表厚砂土层“拱梁”结构模型研究
3.
By simulating model test of dynamic load transmitting, the “arch type” and “thick arc shell” damage form of thick sandy soil layer upon shallow coal seam in first weighting is revealed.
通过实测发现了厚砂土层载荷传递现象,提出了顶板关键层载荷层载荷传递因子的概念。
4) deep and thick sand layer
深厚砂层
1.
Finite element analysis of bypass abutment seepage in deep and thick sand layer;
深厚砂层坝肩绕坝渗流规律及防渗方案研究
2.
According to the construction practice of strengthening with heavy punning method in the deep and thick sand layer on the soft soil foundation, the author discusses its feasibility and effect in this article.
通过厦门机场跑道延长段填海中对软土地基上深厚砂层的加固施工实践,对强夯振密的可行性及效果进行了探讨。
5) Mega-heavy sandy layers
巨厚砂层
6) extra-thick sand layer
超厚砂层
1.
Aim to special geological conditions of hydraulic fill sea area,this paper presents the comprehensive trenching technology of extra deep slurry wall in extra-thick sand layer of Caofeidian hydraulic fill sea area.
针对吹填砂海域的独特地质条件阐述了曹妃甸吹填砂海域超厚砂层超深地下连续墙成槽技术,从设备选型、地连墙的设计、泥浆的配制及循环管理等几个环节采取相应的措施,确保地下连续墙在保证质量的前提下,能安全、高效的完成。
补充资料：流砂层
流砂层
quick sand bed
密切关系。流砂层岩性特征是，般砂粒粒度均匀孔隙度大、上下岩层多为不透水性。故常饱含地下水;粘土质流砂层具触变性，即受机械振动而液化，振动停止后又恢复原状;天然流砂层湿而带腐臭味。形成流砂的原因:吃l、山于地下爆破或机械震动的影响.在足够大的动水压力或动荷载作用「，层中水力坡度增大，流速增大，冲动细颗粒而使其悬浮和流动成渗透流砂(助由土粒周围附着亲水胶体颗粒，饱水时胶体颗粒膨胀·在渗透水作用下而悬浮流动;其流动速度有快有慢遇到以溃决形式急剧流动时，破坏力很大，会使地基和「_程的稳定性遭到严重破坏。流砂层它是矿山采掘作业的 ，大灾害其防治方法有疏干排水、灌浆固结、板桩加固等 (李远鄂陈国洗l一ushoeeng流砂层(quiek sand bed)埋藏于地下饱含水的，当工程揭露时引起渗透水流作用而发生流动的粉砂、细砂、亚粘土层。流砂层不仅分布于第四纪地层中，而且在基岩古老时代的地层中也有存在，它埋藏于不同的深度，其分布位置多与古河谷和近海冲积平原有
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条