1) deep weathered rock trough
风化深槽
1.
A detailed construction solution has been drawn for the tunneling of the sub-sea deep weathered rock troughs.
根据厦门翔安海底隧道的设计要求和岩土条件,对该隧道的施工风险进行预测,针对海域风化深槽地段,加强地质超前探测、采用全断面帷幕注浆和辅助注浆、超前注浆小导管预支护、双侧壁导坑开挖方法、安装钻孔防突装置、钻孔快速注浆堵水和裂隙快速堵漏、浇注混凝土墙注浆防水,制定了较为详细的施工方案,为该类隧道安全施工提供一定技术支持。
2) tunneling across deep weathered channel
过风化深槽
3) cumulatively weathered deep channel
风化堆积深槽
1.
According to the geological conditions revealed by the excavation, the engineering characteristics of these defective geological bodies are summarized,with emphasis on the mechanism of the formation of the cumulatively weathered deep channel in the bedding rock slope or gully.
根据开挖揭露的地质情况,概括了该区的工程地质特征,着重探讨了在顺层边坡或冲沟中坚硬~中等坚硬岩体形成倾倒变形岩体及风化堆积深槽的机制,并对治理后的监测成果进行分析及边坡稳定性评价。
4) accumulatively weathered deep channel
堆积风化深槽
1.
Cause analysis and treatment on accumulatively weathered deep channel at right-bank dam abutment of Longtan Hydroelectric Project;
龙滩水电站右岸坝肩堆积风化深槽成因分析与治理
5) dissolving weathered deep groove
溶蚀风化深槽
1.
Based on the grouting tests in site, this paper analyzes the relationship and difference between the compaction grouting and fracturing grouting, discusses the choice and design of consolidation treatment methods for a large number of dissolving weathered deep grooves distributed around the dam-site area of the Zhuzhou Navigation & Hydropower Junction Project.
在现场灌浆试验的基础上,分析了压密灌浆和劈裂灌浆两种地基加固方式的联系和区别,探讨了株洲航电枢纽坝址区分布着的大量溶蚀风化深槽的加固处理方法的确定与设计。
6) deep channel change
深槽变化
补充资料：深槽型输送带
分子式：
CAS号：
性质：采用人造丝、合成纤维或钢丝网作带芯，经贴胶硫化而成。横向柔软度特别高，有良好的成槽性能，断面成“U”形，运载量大于普通输送带。适于易下滑物料的输送以及作高倾角物料的输送。
CAS号：
性质：采用人造丝、合成纤维或钢丝网作带芯，经贴胶硫化而成。横向柔软度特别高，有良好的成槽性能，断面成“U”形，运载量大于普通输送带。适于易下滑物料的输送以及作高倾角物料的输送。
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