Article(id=1322559793928188549, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1322559792544072145, articleNumber=null, orderNo=null, doi=null, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1761062400000, receivedDateStr=2025-10-22, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1793252426844, onlineDateStr=2026-10-29, pubDate=1769270400000, pubDateStr=2026-01-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793252426844, onlineIssueDateStr=2026-10-29, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793252426844, creator=13701087609, updateTime=1793252426844, updator=13701087609, issue=Issue{id=1322559792544072145, tenantId=1146029695717560320, journalId=1225396423026438145, year='2026', volume='46', issue='1', pageStart='1', pageEnd='306', issueExtLink='null', onlineDate='null', pubDate='1769270400000', pubDateStr='2026-01-25', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793252426515, creator='13701087609', updateTime=1793252675339, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322560836246286849, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1322559792544072145, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322560836246286850, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1322559792544072145, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=1, endPage=9, ext={EN=ArticleExt(id=1322559794108543622, articleId=1322559793928188549, tenantId=1146029695717560320, journalId=1225396423026438145, language=EN, title=Study on Bearing Capacity of Lunar Soil Simulant Based on Laboratory Loading Test, columnId=null, journalTitle=Mining Research and Development, columnName=null, runingTitle=null, highlight=null, articleAbstract=

In the future, China will implement manned lunar landing missions, establish a permanent base on the lunar surface, and realize the exploitation and utilization of lunar mineral resources. To address the issue of determining bearing capacity of lunar soil during lunar surface construction, a method was proposed to use small-scale laboratory loading tests to deduce the allowable bearing capacity and settlement of lunar soil simulant under large-scale foundations was proposed. Firstly, plate loading tests were performed on lunar soil simulant with a compactness of 78% using circular loading plates with diameters of 6 cm, 8 cm, and 10 cm, respectively. The measured load-settlement (p-s) curves of the lunar soil simulant were obtained, and through curve fitting, the initial tangent modulus and ultimate bearing capacity were extracted. The tangent modulus method was adopted to establish the relationship between the tangent modulus of the lunar soil simulant and its initial tangent modulus, applied additional stress, as well as ultimate bearing capacity. Furthermore, based on the settlement calculation theory, the p-s curves under foundations of arbitrary sizes were calculated. Validation against the results of small-scale load tests demonstrated a good agreement between the calculated p-s curves and the measured ones. Secondly, the proposed method was employed to compute the p-s curves under large-scale foundations, and the allowable bearing capacity of large-scale foundations was comprehensively characterized by integrating the ultimate bearing capacity criterion and settlement control method. The analysis results of bearing capacity of lunar soil simulant under large-scale circular and square foundations indicates that with the increase in foundation size, the allowable bearing capacity of the lunar soil simulant under both types of loading plates increases. Additionally, the allowable bearing capacity of the lunar soil simulant under square loading plates is higher than that under circular ones of the same size. It can be inferred from the calculated p-s curves that the settlement of the lunar soil simulant corresponding to the determined allowable bearing capacity meets the engineering requirements. According to the standard size of circular loading plates used in conventional loading tests, the allowable bearing capacity of the lunar soil simulant employed in this study has been deduced to be 122 kPa. The proposed method for determining the allowable bearing capacity of lunar soil simulant provides a scientific approach and theoretical basis for the determination of lunar soil bearing capacity during the construction of lunar bases and the exploitation of lunar mineral resources.

, authors=Hui GAO^{1, 2}, Shuting XING¹, Yuxin ZHANG¹, Xiaohong FANG¹, Songcheng TAN¹, Long XIAO^{2, 3}, Longchen DUAN¹, authorsList=Hui GAO, Shuting XING, Yuxin ZHANG, Xiaohong FANG, Songcheng TAN, Long XIAO, Longchen DUAN, authorCompany=null, correspAuthors=Xiaohong FANG, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=null, pdfFileSize=null, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null), CN=ArticleExt(id=1322559794540556937, articleId=1322559793928188549, tenantId=1146029695717560320, journalId=1225396423026438145, language=CN, title=基于室内载荷试验的模拟月壤承载力研究, columnId=1322559794343424647, journalTitle=矿业研究与开发, columnName=特邀专栏, runingTitle=null, highlight=null, articleAbstract=

我国未来将实施载人登月，并在月球表面建立永久基地，实现月球矿产资源的开发和利用。为了解决月面建造过程中月壤承载力确定的问题，提出采用小尺寸室内载荷试验推演大尺寸基础下模拟月壤容许承载力和沉降量的方法。首先，使用直径为6 cm、8 cm、10 cm的圆形载荷板对相对密实度为78%的模拟月壤进行平板载荷试验，得到模拟月壤的实测荷载－沉降（p-s）曲线，通过对该曲线的拟合获得模拟月壤的初始切线模量和极限承载力，采用切线模量法建立模拟月壤的切线模量与其初始切线模量、受到的附加应力和极限承载力的关系，进而依据沉降计算理论计算任意尺寸基础下的p-s曲线，通过小尺寸载荷试验的结果验证，计算的p-s曲线和实测的p-s曲线吻合。其次，依据该方法计算大尺寸基础下的p-s曲线，并通过极限承载力和沉降控制方法对大尺寸基础下的容许承载力进行综合表征。对大尺寸的圆形、方形基础下的模拟月壤承载力分析结果表明，随着基础的尺寸增大，两种载荷板下模拟月壤的容许承载力均增大；相同尺寸方形基础下的模拟月壤承载力比圆形基础下的大。从计算的p-s曲线中可知，所取的容许承载力对应的模拟月壤的沉降量满足要求。按照常规载荷试验中圆形载荷板的直径为30 cm，推测出本次试验所用的模拟月壤的容许承载力为122 kPa。提出的模拟月壤容许承载力的确定方法可为月球基地建造及矿产资源开发过程中月壤承载力的确定提供一种途径和思路。

, authors=高辉^{1, 2}, 邢书婷¹, 张宇欣¹, 方小红¹, 谭松成¹, 肖龙^{2, 3}, 段隆臣¹, authorsList=高辉, 邢书婷, 张宇欣, 方小红, 谭松成, 肖龙, 段隆臣, authorCompany=null, correspAuthors=方小红, authorNote=, correspAuthorsNote=, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=ZlbXHrUB9ePvFYBj7WCUaQ==, magXml=HljeAiqNK9i7xbebadj7pw==, pdfUrl=null, pdf=wecTUxnExt9dEs0JbIMPaQ==, pdfFileSize=1986855, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=/diCSBAFFQTPUdYA9UEQ7Q==, mapNumber=null, fund=null)}, authors=[Author(id=1322559797065527958, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322559793928188549, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=gaohui@cug.edu.cn, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1322559797174579865, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322559793928188549, authorId=1322559797065527958, language=EN, stringName=Hui GAO, firstName=Hui, middleName=null, lastName=GAO, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=^{1, 2}, address=^1.School of Engineering, China University of Geosciences(Wuhan), Wuhan, Hubei 430074, China
^2.Hubei Key Laboratory of Planetary Geology and Deep-Space Exploration, Wuhan, Hubei 430074, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1322559797237494426, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322559793928188549, authorId=1322559797065527958, language=CN, stringName=高辉, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=^{1, 2}, address=^1．中国地质大学（武汉） 工程学院，湖北 武汉　430074
^2．行星地质与深空探测湖北省重点实验室，湖北 武汉　430074, bio={"content":"

高辉（1977—），男，湖北天门人，博士，副教授，从事月壤力学和智能钻探相关的研究与教学工作。E-mail:gaohui@cug.edu.cn

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高辉（1977—），男，湖北天门人，博士，副教授，从事月壤力学和智能钻探相关的研究与教学工作。E-mail:gaohui@cug.edu.cn

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