<?xml version="1.1" encoding="utf-8"?>
<article xsi:noNamespaceSchemaLocation="http://jats.nlm.nih.gov/publishing/1.1/xsd/JATS-journalpublishing1-mathml3.xsd" dtd-version="1.1" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance"><front><journal-meta><journal-id journal-id-type="publisher-id">ETQM</journal-id><journal-title-group><journal-title>Engineering Technology and Quality Management</journal-title></journal-title-group><issn>2995-3170</issn><eissn>2992-9806</eissn><publisher><publisher-name>Art and Technology</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.61369/ETQM.2026020035</article-id><article-categories><subj-group subj-group-type="heading"><subject>Article</subject></subj-group></article-categories><title>孟加拉某油汽双循环电站岩土工程问题研究</title><url>https://artdesignp.com/journal/ETQM/4/2/10.61369/ETQM.2026020035</url><author>汪凌</author><pub-date pub-type="publication-year"><year>2026</year></pub-date><volume>4</volume><issue>2</issue><history><date date-type="pub"><published-time>2026-02-20</published-time></date></history><abstract>孟加拉某油汽双循环电站位于孟加拉中部Narayanganj区的Meghna河北岸，地区为冲积平原地貌，场区主要地质条件为全新统、更新统冲积的吹填土、粉土质砂、低液限黏土，项目勘察设计执行美国AASHTO[1]、ASTM[2]标准以及孟加拉BNBC[3]标准，勘察过程中采用了钻探、标准贯入试验、静力触探试验、平板载荷试验、波速测试、电阻率测试、热阻测试、室内试验等多种综合勘察手段，对场区范围的各种复杂岩土工程问题进行分析研究，总结出了一套较完善的勘察经验，为我国&amp;ldquo;一带一路&amp;rdquo;项目实施积累了宝贵经验。</abstract><keywords>一带一路项目,岩土工程,国外标准</keywords></article-meta></front><body/><back><ref-list><ref id="B1" content-type="article"><label>1</label><element-citation publication-type="journal"><p>[1] AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS (2012)[S]. Washington: American Association of State Highway and Transportation Officials, 2014.[2] 美国ASTM标准编写组.[P]. 美国加州大学[3]BANGLADESH NATIONALBUILDING CODE 2006 [S].[4] Meyerhof GG.1956. Penetration tests and bearing capacity of cohesionless soils, Proceedings ASCE 82(1):1-19.[5] 太沙基. 理论土力学[M].徐志英译. 北京: 地质出版社,1960.[6] 何险高, 刘清, 赵志伟, 汪凌. 不同国家标准体系下灌注桩承载力计算与研究[J].浙江建筑,2021,38(3),37-39.</p><pub-id pub-id-type="doi"/></element-citation></ref></ref-list></back></article>
