{"title":"用大豆粉末状生物测定法分解方法的有效性,作为一种生物测定方法,以防止沙漠派系清算","authors":"Akbar Renaldi Loebis, H. Putra","doi":"10.29103/tj.v12i1.595","DOIUrl":null,"url":null,"abstract":"precipitation mitigasi efektivitas metode calcite precipitation dengan biocatalyst kedelai sebagai metode biogrouting pada tanah Penelitian menggunakan berpotensi likuifaksi dengan variasi gradasi. Pengujian pengendapan kalsit diperlukan untuk menentukan komposisi optimum larutan calcite precipitation. Evaluasi efektivitas Abstract Liquefaction was a phenomenon of change in soil consistency from a solid state to a liquid state due to the earthquake. Calcite precipitation method may be one of the innovative methods for liquefaction mitigation. The purpose of this research was to evaluate the effectiveness of the calcite precipitation method with soybean powder biocatalyst as a biogrouting method in liquefied soil. This research used potentially liquefied soil samples with various gradations. A precipitation test was needed to determined the optimum composition of the calcite precipitation solution. Evaluation of the effectiveness on soil was carried out by calcite distribution test and determining the value of soil strength based on the correlation curve between calcite contents and UCS values. The result of the precipitation test showed that 15 g/L soybean powder concentration was the optimum composition of the calcite precipitation solution. Maximum calcite content values had formed in fine, medium, and coarse sand sample was 4,96; 6,12; and 1,32 % so that able to produced UCS prediction values of 132, 172, and, 59 kPa. The results of this research show that calcite precipitation method with soybean powder biocatalyst proved to be effective on sand samples to improved the strength of the soils so can prevented liquefaction.","PeriodicalId":52898,"journal":{"name":"Teras Jurnal Jurnal Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2022-04-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"EFEKTIVITAS METODE CALCITE PRECIPITATION DENGAN BIOCATALYST BUBUK KEDELAI SEBAGAI METODE BIOGROUTING UNTUK MENCEGAH LIKUIFAKSI TANAH PASIR\",\"authors\":\"Akbar Renaldi Loebis, H. Putra\",\"doi\":\"10.29103/tj.v12i1.595\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"precipitation mitigasi efektivitas metode calcite precipitation dengan biocatalyst kedelai sebagai metode biogrouting pada tanah Penelitian menggunakan berpotensi likuifaksi dengan variasi gradasi. Pengujian pengendapan kalsit diperlukan untuk menentukan komposisi optimum larutan calcite precipitation. Evaluasi efektivitas Abstract Liquefaction was a phenomenon of change in soil consistency from a solid state to a liquid state due to the earthquake. Calcite precipitation method may be one of the innovative methods for liquefaction mitigation. The purpose of this research was to evaluate the effectiveness of the calcite precipitation method with soybean powder biocatalyst as a biogrouting method in liquefied soil. This research used potentially liquefied soil samples with various gradations. A precipitation test was needed to determined the optimum composition of the calcite precipitation solution. Evaluation of the effectiveness on soil was carried out by calcite distribution test and determining the value of soil strength based on the correlation curve between calcite contents and UCS values. The result of the precipitation test showed that 15 g/L soybean powder concentration was the optimum composition of the calcite precipitation solution. Maximum calcite content values had formed in fine, medium, and coarse sand sample was 4,96; 6,12; and 1,32 % so that able to produced UCS prediction values of 132, 172, and, 59 kPa. The results of this research show that calcite precipitation method with soybean powder biocatalyst proved to be effective on sand samples to improved the strength of the soils so can prevented liquefaction.\",\"PeriodicalId\":52898,\"journal\":{\"name\":\"Teras Jurnal Jurnal Teknik Sipil\",\"volume\":\" \",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2022-04-02\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Teras Jurnal Jurnal Teknik Sipil\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.29103/tj.v12i1.595\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Teras Jurnal Jurnal Teknik Sipil","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.29103/tj.v12i1.595","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 2
摘要
沉淀缓释法方解石沉淀法登干生物催化剂克德莱塞巴盖法生物灌浆法帕塔纳帕佩利特蒙古纳坎伯电位likuifaksi登干变梯度法企鹅pengendapan kalsit diperlukan untuk menentukan komposisi最适宜的方解石沉淀。摘要液化是地震作用下土体稠度由固态变为液态的一种变化现象。方解石沉淀法可能是缓解液化的创新方法之一。本研究的目的是评价方解石沉淀法与豆粉生物催化剂作为液化土壤生物灌浆方法的有效性。这项研究使用了不同等级的潜在液化土壤样品。为了确定最佳的方解石沉淀溶液组成,需要进行沉淀试验。通过方解石分布试验,根据方解石含量与UCS值的相关曲线确定土壤强度值,评价其对土壤的有效性。沉淀试验结果表明,15 g/L的豆粉是方解石沉淀液的最佳组成。细、中、粗砂样品方解石含量最大值分别为4、96;6日12;1.32%,因此能够产生132,172,59 kPa的UCS预测值。研究结果表明,用豆粉生物催化剂沉淀方解石的方法可以有效地提高土的强度,防止土的液化。
EFEKTIVITAS METODE CALCITE PRECIPITATION DENGAN BIOCATALYST BUBUK KEDELAI SEBAGAI METODE BIOGROUTING UNTUK MENCEGAH LIKUIFAKSI TANAH PASIR
precipitation mitigasi efektivitas metode calcite precipitation dengan biocatalyst kedelai sebagai metode biogrouting pada tanah Penelitian menggunakan berpotensi likuifaksi dengan variasi gradasi. Pengujian pengendapan kalsit diperlukan untuk menentukan komposisi optimum larutan calcite precipitation. Evaluasi efektivitas Abstract Liquefaction was a phenomenon of change in soil consistency from a solid state to a liquid state due to the earthquake. Calcite precipitation method may be one of the innovative methods for liquefaction mitigation. The purpose of this research was to evaluate the effectiveness of the calcite precipitation method with soybean powder biocatalyst as a biogrouting method in liquefied soil. This research used potentially liquefied soil samples with various gradations. A precipitation test was needed to determined the optimum composition of the calcite precipitation solution. Evaluation of the effectiveness on soil was carried out by calcite distribution test and determining the value of soil strength based on the correlation curve between calcite contents and UCS values. The result of the precipitation test showed that 15 g/L soybean powder concentration was the optimum composition of the calcite precipitation solution. Maximum calcite content values had formed in fine, medium, and coarse sand sample was 4,96; 6,12; and 1,32 % so that able to produced UCS prediction values of 132, 172, and, 59 kPa. The results of this research show that calcite precipitation method with soybean powder biocatalyst proved to be effective on sand samples to improved the strength of the soils so can prevented liquefaction.