примеры расчета свай

#S33 {width:12.86%;border-top:none;border-left:none; border-bottom:solid windowtext .75pt;border-right:solid windowtext .5pt; mso-border-top-alt:solid windowtext .75pt;mso-border-left-alt:solid windowtext .5pt; padding:0cm 1.4pt 0cm 1.4pt}

#S46 {width:75.15pt;border:none;border-right: solid windowtext .5pt;mso-border-left-alt:solid windowtext .5pt;padding: 0cm 2.0pt 0cm 2.0pt}

#SP5 {text-align:justify;tab-stops:8.0cm}

#S72 {width:63.98%;border:solid windowtext .5pt;border-bottom: solid windowtext .75pt;padding:0cm 1.4pt 0cm 1.4pt}

#SI8 {width:95.2pt;border-top:none;border-left: none;border-bottom:solid windowtext .5pt;border-right:solid windowtext .5pt; mso-border-left-alt:solid windowtext .5pt;padding:0cm 2.0pt 0cm 2.0pt}

#SF2 {width:36.02%;border-top:none;border-left: none;border-bottom:solid windowtext .5pt;border-right:solid windowtext .5pt; mso-border-left-alt:solid windowtext .5pt;padding:0cm 1.4pt 0cm 1.4pt}

#SD8 {width:58.35pt;border:none;border-right:solid windowtext .5pt; mso-border-left-alt:solid windowtext .5pt;padding:0cm 2.0pt 0cm 2.0pt}

#SR6 {text-transform: none;font-weight:normal;mso-bidi-font-weight:bold}

.zago_kr2 { FONT-SIZE: 10pt; color="#006666"; FONT-FAMILY: Arial,vernada, Tahoma}

.zago_kr {FONT-WEIGHT: bold; FONT-SIZE: 10pt; color="#FFFFFF"; FONT-FAMILY: Arial,vernada, Tahoma}

.tex_niz {FONT-WEIGHT: bold; FONT-SIZE: 10pt; FONT-FAMILY: Times new roman, vernada, Tahoma, Arial}

.tex_top2 {FONT-SIZE: 9pt; FONT-FAMILY: Arial, Times new roman, vernada, Tahoma}

.tex_top1 {FONT-SIZE: 10pt; FONT-FAMILY: Times new roman, vernada, Tahoma, Arial}

.tex_top {FONT-WEIGHT: bold; FONT-SIZE: 23pt; FONT-FAMILY: Times new roman, vernada, Tahoma, Arial}

.zago {FONT-SIZE: 15pt; FONT-FAMILY: Arial,vernada, Tahoma}

A:hover {COLOR: #0000FF; TEXT-DECORATION: underline}

A:active {COLOR: #0000FF; TEXT-DECORATION: none}}

A:visited {COLOR: #0000FF; TEXT-DECORATION: none}}

A:link {COLOR: #0000FF; TEXT-DECORATION: none}

Руководство «Руководство по методам полевых испытаний несущей способности свай и грунтов»