完整後設資料紀錄
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dc.contributor.authorCHEN, CSen_US
dc.contributor.authorLIN, HCen_US
dc.date.accessioned2014-12-08T15:05:16Z-
dc.date.available2014-12-08T15:05:16Z-
dc.date.issued1991-05-01en_US
dc.identifier.issn0733-9453en_US
dc.identifier.urihttp://dx.doi.org/10.1061/(ASCE)0733-9453(1991)117:2(51)en_US
dc.identifier.urihttp://hdl.handle.net/11536/3805-
dc.description.abstractCurrent methods used for estimating the volume of pit escavation assumes that the ground profile between the grid points is linear (based on the trapezoidal rule), or nonlinear (based on Simpson's 1/3 and 3/8 formulas). Generally speaking, the nonlinear profile formulas provide better accuracy than the linear profile formulas. However, all the methods mentioned have a common drawback: The joints (grid points) of any two straight lines (the trapezoidal rule), quadratic polynomials (Simpson's 1/3 formula), or cubic polynomials (Simpson's 3/8 formula) form sharp corners. Consequently, these models may not describe the ground profile well. In this paper, formulas based on an extension of the cubic spline polynomial are presented. The grid of this new method is constructed by choosing the variational points of the ground profile and then dividing the pit's area into rectangles of unequal size. Therefore, the new formulas can be used for estimating the excavation volume of a pit divided into a grid with unequal intervals. Further, due to the characteristics of the cubic spline polynomial, a curve modeled by this polynomial can match the ground profile well. The new formulas should provide better accuracy than the other methods mentioned.en_US
dc.language.isoen_USen_US
dc.titleESTIMATING PIT-EXCAVATION VOLUME USING CUBIC SPLINE VOLUME FORMULAen_US
dc.typeArticleen_US
dc.identifier.doi10.1061/(ASCE)0733-9453(1991)117:2(51)en_US
dc.identifier.journalJOURNAL OF SURVEYING ENGINEERING-ASCEen_US
dc.citation.volume117en_US
dc.citation.issue2en_US
dc.citation.spage51en_US
dc.citation.epage66en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:A1991FJ09400001-
dc.citation.woscount7-
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