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A platform for research: civil engineering, architecture and urbanism
Geological structure dynamic compaction treatment process
The application discloses a geological structure dynamic compaction treatment process. The process comprises the following steps that S1, trial compaction is carried out, and the best parameters are determined; S2, after the trial compaction is completed, a site is cleaned and leveled, and the operation serves as compaction pretreatment; S3, the location of a main compaction point for the first time is marked on the leveled site, and whether the full compaction requirement is met or not is judged; S4, if the full compaction requirement is met and the interval time is met, then the next compaction is carried out; S5, after the compaction is completed, the full compaction is ended; and S6, after the full compaction is completed, the site is backfilled with backfill soil and outward transportsoil, and the site is leveled. By adopting the dynamic compaction process of the invention, compaction location point-to-point treatment of geological projects eroded by rainwater can be carried out,the compaction quality is greatly improved, the compaction construction management process is stricter, and the compaction quality is effectively controlled; and according to the compaction engineering process, the industry and national engineering technical indicators and specifications are met, geological locations are better controlled to carry out construction with good quality, and the engineering service quality is improved.
本申请公开了一种地质结构强夯处理工艺，包括如下步骤：S1、试夯，确定最佳参数；S2、试夯完毕，清理、平整场地，作为夯击预处理；S3、在平整场地上标出第一遍主夯点位置，判断是否满足满夯要求；S4、若是满足满夯要求，以及满足间隔时间，则进行下一遍夯击；S5、夯击完毕，满夯结束；S6、满夯完毕，回填土，外运土回填，平整场地。采用本发明的强夯工艺，可以对雨水侵蚀的地质工程进行夯位点对点处理，夯击质量能够得到较强的提升，夯击施工管理过程更为严格，能够有效把控夯击质量；本夯击工程流程，能够满足行业以及国家工程技术指标和规范，能够更好地、有质量地对地质位置进行把控施工，提高工程服务质量。
Geological structure dynamic compaction treatment process
The application discloses a geological structure dynamic compaction treatment process. The process comprises the following steps that S1, trial compaction is carried out, and the best parameters are determined; S2, after the trial compaction is completed, a site is cleaned and leveled, and the operation serves as compaction pretreatment; S3, the location of a main compaction point for the first time is marked on the leveled site, and whether the full compaction requirement is met or not is judged; S4, if the full compaction requirement is met and the interval time is met, then the next compaction is carried out; S5, after the compaction is completed, the full compaction is ended; and S6, after the full compaction is completed, the site is backfilled with backfill soil and outward transportsoil, and the site is leveled. By adopting the dynamic compaction process of the invention, compaction location point-to-point treatment of geological projects eroded by rainwater can be carried out,the compaction quality is greatly improved, the compaction construction management process is stricter, and the compaction quality is effectively controlled; and according to the compaction engineering process, the industry and national engineering technical indicators and specifications are met, geological locations are better controlled to carry out construction with good quality, and the engineering service quality is improved.
本申请公开了一种地质结构强夯处理工艺，包括如下步骤：S1、试夯，确定最佳参数；S2、试夯完毕，清理、平整场地，作为夯击预处理；S3、在平整场地上标出第一遍主夯点位置，判断是否满足满夯要求；S4、若是满足满夯要求，以及满足间隔时间，则进行下一遍夯击；S5、夯击完毕，满夯结束；S6、满夯完毕，回填土，外运土回填，平整场地。采用本发明的强夯工艺，可以对雨水侵蚀的地质工程进行夯位点对点处理，夯击质量能够得到较强的提升，夯击施工管理过程更为严格，能够有效把控夯击质量；本夯击工程流程，能够满足行业以及国家工程技术指标和规范，能够更好地、有质量地对地质位置进行把控施工，提高工程服务质量。
Geological structure dynamic compaction treatment process
一种地质结构强夯处理工艺
LUO YUFENG (author) / LUO MINGHUI (author) / ZHENG HUA (author)
2020-08-14
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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