High-pressure jet grouting pile body pile-forming strength prediction method based on construction site slurry return test
The invention discloses a high-pressure jet grouting pile body pile-forming strength prediction method based on a construction site return slurry test, which comprises the following steps of: carrying out configuration and strength test on different cement mixing amount strength test blocks, and dra...
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creator | HAN DONGDONG XU JIE GUAN WEIDONG LI HONGTAO DAI JUNPING GUO CHAO LIANG ZHENYOU LI YANDE WANG RENGUI LI WEI ZHU YINGHAO CHEN RUI FU BAIYONG WEI LEYONG SHI QILONG |
description | The invention discloses a high-pressure jet grouting pile body pile-forming strength prediction method based on a construction site return slurry test, which comprises the following steps of: carrying out configuration and strength test on different cement mixing amount strength test blocks, and drawing a relation curve of age strength and cement mixing amount; obtaining a return slurry EDTA titration standard curve under different cement mixing amounts through a test; cement soil slurry returning sampling is carried out at a slurry returning opening of the high-pressure jet grouting pile, and the corresponding cement mass m1 in the quantitative cement soil slurry returning sample is determined; carrying out site construction guniting flow Q and slurry return flow monitoring V2; obtaining the density of the cement soil return slurry sample; the mass m2 of the dried cement soil returned slurry sample is obtained; solving the mass M6 of cement in the pile body; the cement mixing amount in the pile body is calcu |
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obtaining a return slurry EDTA titration standard curve under different cement mixing amounts through a test; cement soil slurry returning sampling is carried out at a slurry returning opening of the high-pressure jet grouting pile, and the corresponding cement mass m1 in the quantitative cement soil slurry returning sample is determined; carrying out site construction guniting flow Q and slurry return flow monitoring V2; obtaining the density of the cement soil return slurry sample; the mass m2 of the dried cement soil returned slurry sample is obtained; solving the mass M6 of cement in the pile body; the cement mixing amount in the pile body is calcu</description><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>SOIL SHIFTING</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2024</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNiz0OgkAQhWksjHqH8QAURIO2hmiorOwJsg9YA7ubmdkCTy_-HMDq_X1vmTxL2_VpYIhEBj2g1LGPal1HwQ6guzfTx6Wt5_FdizJcpz3NL2Mbtd7RCO29oXstMDTnxrsZi99RrIJkiMwTMTSyI4XoOlm09SDY_HSVbC_nW1GmCL6ChLqBg1bFNcsOeZ7l--Np9w_zAuzoSDg</recordid><startdate>20240308</startdate><enddate>20240308</enddate><creator>HAN DONGDONG</creator><creator>XU JIE</creator><creator>GUAN WEIDONG</creator><creator>LI HONGTAO</creator><creator>DAI JUNPING</creator><creator>GUO CHAO</creator><creator>LIANG ZHENYOU</creator><creator>LI YANDE</creator><creator>WANG RENGUI</creator><creator>LI WEI</creator><creator>ZHU YINGHAO</creator><creator>CHEN RUI</creator><creator>FU BAIYONG</creator><creator>WEI LEYONG</creator><creator>SHI QILONG</creator><scope>EVB</scope></search><sort><creationdate>20240308</creationdate><title>High-pressure jet grouting pile body pile-forming strength prediction method based on construction site slurry return test</title><author>HAN DONGDONG ; 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obtaining a return slurry EDTA titration standard curve under different cement mixing amounts through a test; cement soil slurry returning sampling is carried out at a slurry returning opening of the high-pressure jet grouting pile, and the corresponding cement mass m1 in the quantitative cement soil slurry returning sample is determined; carrying out site construction guniting flow Q and slurry return flow monitoring V2; obtaining the density of the cement soil return slurry sample; the mass m2 of the dried cement soil returned slurry sample is obtained; solving the mass M6 of cement in the pile body; the cement mixing amount in the pile body is calcu</abstract><oa>free_for_read</oa></addata></record> |
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subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
title | High-pressure jet grouting pile body pile-forming strength prediction method based on construction site slurry return test |
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