{"id":2392,"date":"2016-10-04T11:07:26","date_gmt":"2016-10-04T08:07:26","guid":{"rendered":"https:\/\/geostandsa1.gr\/de\/?page_id=2392"},"modified":"2016-10-04T14:19:04","modified_gmt":"2016-10-04T11:19:04","slug":"software","status":"publish","type":"page","link":"https:\/\/geostandsa1.gr\/de\/geotechnical-design\/software\/","title":{"rendered":"Software"},"content":{"rendered":"

[et_pb_section admin_label=”Section” fullwidth=”on” specialty=”off” transparent_background=”off” allow_player_pause=”off” inner_shadow=”off” parallax=”off” parallax_method=”off” padding_mobile=”off” make_fullwidth=”off” use_custom_width=”off” width_unit=”on” make_equal=”off” use_custom_gutter=”off”][et_pb_fullwidth_image admin_label=”Fullwidth Image” src=”https:\/\/geostandsa1.gr\/assets\/uploads\/software.jpg” show_in_lightbox=”off” url_new_window=”off” animation=”top” use_border_color=”off” border_color=”#ffffff” border_style=”solid”]<\/p>\n

[\/et_pb_fullwidth_image][\/et_pb_section][et_pb_section admin_label=”Section” fullwidth=”off” specialty=”off” transparent_background=”on” allow_player_pause=”off” inner_shadow=”off” parallax=”off” parallax_method=”off” padding_mobile=”off” make_fullwidth=”off” use_custom_width=”off” width_unit=”on” make_equal=”off” use_custom_gutter=”off” custom_css_main_element=”position: absolute;||width: 100%;||z-index: 2;||margin-top: -300px;” custom_padding=”0px|0px” module_class=”truck-section”][et_pb_row admin_label=”Row”][et_pb_column type=”4_4″][et_pb_image admin_label=”Image” src=”https:\/\/geostandsa1.gr\/assets\/uploads\/drill.png” show_in_lightbox=”off” url_new_window=”off” animation=”fade_in” sticky=”off” align=”left” force_fullwidth=”off” always_center_on_mobile=”on” use_border_color=”off” border_color=”#ffffff” border_style=”solid”]<\/p>\n

[\/et_pb_image][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section admin_label=”Section” fullwidth=”off” specialty=”off” background_image=”https:\/\/geostandsa1.gr\/assets\/uploads\/divider.png” transparent_background=”off” allow_player_pause=”off” inner_shadow=”off” parallax=”off” parallax_method=”off” custom_padding=”0px|0px” padding_mobile=”off” make_fullwidth=”off” use_custom_width=”off” width_unit=”on” make_equal=”off” use_custom_gutter=”off”][et_pb_row admin_label=”Row”][et_pb_column type=”4_4″][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section admin_label=”Section” fullwidth=”off” specialty=”off” transparent_background=”off” allow_player_pause=”off” inner_shadow=”off” parallax=”off” parallax_method=”off” padding_mobile=”off” make_fullwidth=”off” use_custom_width=”off” width_unit=”on” make_equal=”off” use_custom_gutter=”off”][et_pb_row admin_label=”Row”][et_pb_column type=”4_4″][et_pb_text admin_label=”Text” background_layout=”light” text_orientation=”center” use_border_color=”off” border_color=”#ffffff” border_style=”solid”]<\/p>\n

Software<\/h1>\n

[\/et_pb_text][et_pb_text admin_label=”Software Table” background_layout=”light” text_orientation=”left” use_border_color=”off” border_color=”#ffffff” border_style=”solid”]<\/p>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
\n

Name der Software<\/b><\/u><\/span><\/span><\/p>\n<\/td>\n

\n

Konstruktionsfirma<\/b><\/u><\/span><\/span><\/p>\n<\/td>\n

\n

Version<\/b><\/u><\/span><\/span><\/p>\n<\/td>\n

\n

Deskription
\n<\/b><\/u><\/span><\/span><\/p>\n<\/td>\n<\/tr>\n

\n

FLAC<\/span><\/span><\/p>\n<\/td>\n

\n

Itasca<\/span><\/span><\/p>\n<\/td>\n

\n

4.0<\/span><\/span><\/p>\n<\/td>\n

\n

Programm endlicher Unterschieden f\u03cbr die Simulation geotechnischer Konstruktionen <\/span><\/span><\/p>\n<\/td>\n<\/tr>\n

\n

PHASE 2<\/span><\/span><\/p>\n<\/td>\n

\n

Rocscience<\/span><\/span><\/p>\n<\/td>\n

\n

5.016<\/span><\/span><\/p>\n<\/td>\n

\n

Programm endlicher Elementen f\u03cbr die Simulation geotechnischer Konstruktionen<\/span><\/span><\/span><\/span><\/p>\n<\/td>\n<\/tr>\n

\n

SWEDGE<\/span><\/span><\/p>\n<\/td>\n

\n

Rocscience<\/span><\/span><\/p>\n<\/td>\n

\n

5.0<\/span><\/span><\/p>\n<\/td>\n

\n

Programm Berechnung der Keilformigen Abruption in \u03ccffenen Ausgrabungen<\/span><\/span><\/p>\n<\/td>\n<\/tr>\n

\n

UNWEDGE<\/span><\/span><\/p>\n<\/td>\n

\n

Rocscience<\/span><\/span><\/p>\n<\/td>\n

\n

3.0<\/span><\/span><\/p>\n<\/td>\n

\n

Programm Berechnung der Keilformigen Abruption in unterirdischen Ausgrabungen<\/span><\/span><\/p>\n<\/td>\n<\/tr>\n

\n

DIPS<\/span><\/span><\/p>\n<\/td>\n

\n

Rocscience<\/span><\/span><\/p>\n<\/td>\n

\n

5.0<\/span><\/span><\/p>\n<\/td>\n

\n

Programm statistischen Verarbeitung der geometrischen Elementen der Felsensmasse , die nicht Kontinuit\u03act hat<\/span><\/span><\/p>\n<\/td>\n<\/tr>\n

\n

ROCLAB<\/span><\/span><\/p>\n<\/td>\n

\n

Rocscience<\/span><\/span><\/p>\n<\/td>\n

\n

1.0<\/span><\/span><\/p>\n<\/td>\n

\n

Programm der Bestimmung der Festigkeit und der Entstellung der Felsensmasse<\/span><\/span><\/p>\n<\/td>\n<\/tr>\n

\n

Wintube<\/span><\/span><\/p>\n<\/td>\n

\n

FIDES DV<\/span><\/span><\/p>\n<\/td>\n

\n

2011<\/span><\/span><\/p>\n<\/td>\n

\n

Programm der Grafik der Einf\u03cbhrung der Geometrie der geotechnischen Konstruktionen in 2 und 3 Ausmmassen<\/span><\/span><\/p>\n<\/td>\n<\/tr>\n

\n

TALPA<\/span><\/span><\/p>\n<\/td>\n

\n

SOFISTIK<\/span><\/span><\/p>\n<\/td>\n

\n

25.10<\/span><\/span><\/p>\n<\/td>\n

\n

Programm der statischen Alalyse ebener und geomechanischer Konstruktionen mit symmetrischen Achsen<\/span><\/span><\/p>\n<\/td>\n<\/tr>\n

\n

Larix-M<\/span><\/span><\/p>\n<\/td>\n

\n

CUBUS<\/span><\/span><\/p>\n<\/td>\n

\n

5<\/span><\/span><\/p>\n<\/td>\n

\n

Programm der Kontrolle und der Ausmassen der Mauern der Unst\u03cbtzung<\/span><\/span><\/p>\n<\/td>\n<\/tr>\n

\n

Larix-G<\/span><\/span><\/p>\n<\/td>\n

\n

CUBUS<\/span><\/span><\/p>\n<\/td>\n

\n

5<\/span><\/span><\/p>\n<\/td>\n

\n

Programm der Kontrolle der Unterst\u03cbtzungen der Ausgrabungen <\/span><\/span><\/p>\n<\/td>\n<\/tr>\n

\n

Larix-S<\/span><\/span><\/p>\n<\/td>\n

\n

CUBUS<\/span><\/span><\/p>\n<\/td>\n

\n

5<\/span><\/span><\/p>\n<\/td>\n

\n

Programm der Kontrolle der Stabilitat<\/span><\/span><\/p>\n<\/td>\n<\/tr>\n

\n

SNAILwin<\/span><\/span><\/p>\n<\/td>\n

\n

Caltrans<\/span><\/span><\/p>\n<\/td>\n

\n

3.10<\/span><\/span><\/p>\n<\/td>\n

\n

Programm Berechnung der Stabilitat der Verst\u03acrkten<\/span><\/span><\/p>\n<\/td>\n<\/tr>\n

\n

COM624P<\/span><\/span><\/p>\n<\/td>\n

\n

Federal Highway Administration<\/span><\/span><\/p>\n<\/td>\n

\n

2.0<\/span><\/span><\/p>\n<\/td>\n

\n

Programm der Erl\u03ccsung der horizontalen Ladung der Pf\u03achlen<\/span><\/span><\/p>\n<\/td>\n<\/tr>\n

\n

EMBANK<\/span><\/span><\/p>\n<\/td>\n

\n

Federal Highway Administration<\/span><\/span><\/p>\n<\/td>\n

\n

2.0<\/span><\/span><\/p>\n<\/td>\n

\n

Programm der Berechnung der Erdrutschen unter die Aufsch\u03cbttungen<\/span><\/span><\/p>\n<\/td>\n<\/tr>\n

\n

KeyAGS<\/span><\/span><\/p>\n<\/td>\n

\n

Keynetix<\/span><\/span><\/p>\n<\/td>\n

\n

4.0.2.0<\/span><\/span><\/p>\n<\/td>\n

\n

Programm der Kontrolle und der Erzeugung der Registern der Pr\u03acsentation der Elementen der Dateien AGS<\/span><\/span><\/span><\/span><\/p>\n<\/td>\n<\/tr>\n

\n

HOLEBASE SI<\/span><\/span><\/p>\n<\/td>\n

\n

Keynetix<\/span><\/span><\/p>\n<\/td>\n

\n

1.9<\/span><\/span><\/p>\n<\/td>\n

\n

Programm der Leitung geotechnischer Elementen<\/span><\/span><\/p>\n<\/td>\n<\/tr>\n

\n

HOLEBASE template studio<\/span><\/span><\/p>\n<\/td>\n

\n

Keynetix<\/span><\/span><\/p>\n<\/td>\n

\n

1.1<\/span><\/span><\/p>\n<\/td>\n

\n

Programm der Erschaffung der Registern der Pr\u03acsentation der Elementen geotechnischer Forschung<\/span><\/span><\/span><\/span><\/p>\n<\/td>\n<\/tr>\n

\n

HOLEBASE SI excel extension<\/span><\/span><\/p>\n<\/td>\n

\n

Keynetix<\/span><\/span><\/p>\n<\/td>\n

\n

1.3<\/span><\/span><\/p>\n<\/td>\n

\n

Programm des Anschlusses der HOLEBASE SI mit Excel fur die automatische Erzeugung der Elementen der geotechnischen Forschung<\/span><\/span><\/span><\/span><\/p>\n<\/td>\n<\/tr>\n

\n

EXPRS<\/span><\/span><\/p>\n<\/td>\n

\n

JEAN LUTZ<\/span><\/span><\/p>\n<\/td>\n

\n

1.14<\/span><\/span><\/p>\n<\/td>\n

\n

Programm der Testsverwaltung des Pressemasses<\/span><\/span><\/p>\n<\/td>\n<\/tr>\n

\n

EXEPF<\/span><\/span><\/p>\n<\/td>\n

\n

JEAN LUTZ<\/span><\/span><\/p>\n<\/td>\n

\n

5.04<\/span><\/span><\/p>\n<\/td>\n

\n

Programm der Testsvorstellung des Pressesmasses<\/span><\/span><\/p>\n<\/td>\n<\/tr>\n

\n

INCLI2<\/span><\/span><\/p>\n<\/td>\n

\n

SISGEO<\/span><\/span><\/p>\n<\/td>\n

\n

5.00<\/span><\/span><\/p>\n<\/td>\n

\n

Programm der Mass-Verwaltung des Neigungsmasses<\/span><\/span><\/p>\n<\/td>\n<\/tr>\n

\n

ExpertGPS<\/span><\/span><\/p>\n<\/td>\n

\n

TopoGrafix<\/span><\/span><\/p>\n<\/td>\n

\n

4.69<\/span><\/span><\/p>\n<\/td>\n

\n

Programm der Verwaltung der Kartographischen Elementen<\/span><\/span><\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

 <\/p>\n

[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>\n","protected":false},"excerpt":{"rendered":"

Software Name der Software Konstruktionsfirma Version Deskription FLAC Itasca 4.0 Programm endlicher Unterschieden f\u03cbr die Simulation geotechnischer Konstruktionen PHASE 2 Rocscience 5.016 Programm endlicher Elementen f\u03cbr die Simulation geotechnischer Konstruktionen SWEDGE Rocscience 5.0 Programm Berechnung der Keilformigen Abruption in \u03ccffenen Ausgrabungen UNWEDGE Rocscience 3.0 Programm Berechnung der Keilformigen Abruption in unterirdischen Ausgrabungen DIPS Rocscience 5.0 […]<\/p>\n","protected":false},"author":2,"featured_media":0,"parent":2320,"menu_order":0,"comment_status":"closed","ping_status":"open","template":"","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"[et_pb_section admin_label=\"Section\" fullwidth=\"on\" specialty=\"off\" transparent_background=\"off\" allow_player_pause=\"off\" inner_shadow=\"off\" parallax=\"off\" parallax_method=\"off\" padding_mobile=\"off\" make_fullwidth=\"off\" use_custom_width=\"off\" width_unit=\"on\" make_equal=\"off\" use_custom_gutter=\"off\"][et_pb_fullwidth_image admin_label=\"Fullwidth Image\" src=\"https:\/\/geostandsa1.gr\/assets\/uploads\/software.jpg\" show_in_lightbox=\"off\" url_new_window=\"off\" animation=\"top\" use_border_color=\"off\" border_color=\"#ffffff\" border_style=\"solid\"] [\/et_pb_fullwidth_image][\/et_pb_section][et_pb_section admin_label=\"Section\" fullwidth=\"off\" specialty=\"off\" transparent_background=\"on\" allow_player_pause=\"off\" inner_shadow=\"off\" parallax=\"off\" parallax_method=\"off\" padding_mobile=\"off\" make_fullwidth=\"off\" use_custom_width=\"off\" width_unit=\"on\" make_equal=\"off\" use_custom_gutter=\"off\" custom_css_main_element=\"position: absolute;||width: 100%;||z-index: 2;||margin-top: -300px;\" custom_padding=\"0px|0px\" module_class=\"truck-section\"][et_pb_row admin_label=\"Row\"][et_pb_column type=\"4_4\"][et_pb_image admin_label=\"Image\" src=\"https:\/\/geostandsa1.gr\/assets\/uploads\/drill.png\" show_in_lightbox=\"off\" url_new_window=\"off\" animation=\"fade_in\" sticky=\"off\" align=\"left\" force_fullwidth=\"off\" always_center_on_mobile=\"on\" use_border_color=\"off\" border_color=\"#ffffff\" border_style=\"solid\"] [\/et_pb_image][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section admin_label=\"Section\" fullwidth=\"off\" specialty=\"off\" background_image=\"https:\/\/geostandsa1.gr\/assets\/uploads\/divider.png\" transparent_background=\"off\" allow_player_pause=\"off\" inner_shadow=\"off\" parallax=\"off\" parallax_method=\"off\" custom_padding=\"0px|0px\" padding_mobile=\"off\" make_fullwidth=\"off\" use_custom_width=\"off\" width_unit=\"on\" make_equal=\"off\" use_custom_gutter=\"off\"][et_pb_row admin_label=\"Row\"][et_pb_column type=\"4_4\"][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section admin_label=\"Section\" fullwidth=\"off\" specialty=\"off\" transparent_background=\"off\" allow_player_pause=\"off\" inner_shadow=\"off\" parallax=\"off\" parallax_method=\"off\" padding_mobile=\"off\" make_fullwidth=\"off\" use_custom_width=\"off\" width_unit=\"on\" make_equal=\"off\" use_custom_gutter=\"off\"][et_pb_row admin_label=\"Row\"][et_pb_column type=\"4_4\"][et_pb_text admin_label=\"Text\" background_layout=\"light\" text_orientation=\"center\" use_border_color=\"off\" border_color=\"#ffffff\" border_style=\"solid\"]\r\n

Software<\/h1>\r\n[\/et_pb_text][et_pb_text admin_label=\"Software Table\" background_layout=\"light\" text_orientation=\"left\" use_border_color=\"off\" border_color=\"#ffffff\" border_style=\"solid\"]\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n
\r\n

Software Name<\/b><\/u><\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Company<\/b><\/u><\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Version<\/b><\/u><\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Software Descreption\r\n<\/b><\/u><\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n

\r\n

FLAC<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Itasca<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

4.0<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Finite difference code for advanced geotechnical analysis of soil, rock, groundwater and ground support <\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n

\r\n

PHASE 2<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Rocscience<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

5.016<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Finite element analysis for excavations and slopes<\/span><\/span><\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n

\r\n

SWEDGE<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Rocscience<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

5.0<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

3D surface wedge analysis for slopes<\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n

\r\n

UNWEDGE<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Rocscience<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

3.0<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Underground wedge stability analysis<\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n

\r\n

DIPS<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Rocscience<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

5.0<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Graphical and statistical analysis of orientation data<\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n

\r\n

ROCLAB<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Rocscience<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

1.0<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Rock strength and deformability analysis<\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n

\r\n

Wintube<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

FIDES DV<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

2011<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Graphical input of tunnel geometry<\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n

\r\n

TALPA<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

SOFISTIK<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

25.10<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Statics of plane and axisymmetric geomechanical structures<\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n

\r\n

Larix-M<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

CUBUS<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

5<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Retaining walls analysis program<\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n

\r\n

Larix-G<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

CUBUS<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

5<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Support of excavations analysis program<\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n

\r\n

Larix-S<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

CUBUS<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

5<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Slope stability analysis program<\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n

\r\n

SNAILwin<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Caltrans<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

3.10<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Soil nail wall analysis program<\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n

\r\n

COM624P<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Federal Highway Administration<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

2.0<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Laterally loaded pile analysis program<\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n

\r\n

EMBANK<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Federal Highway Administration<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

2.0<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Calculation of one dimensional vertical settlement due to embankment loads <\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n

\r\n

KeyAGS<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Keynetix<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

4.0.2.0<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

AGS data checking and creation<\/span><\/span><\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n

\r\n

HOLEBASE SI<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Keynetix<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

1.9<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Geotechnical data management system<\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n

\r\n

HOLEBASE template studio<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Keynetix<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

1.1<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Generation of templates for the presentation of geotechnical data<\/span><\/span><\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n

\r\n

HOLEBASE SI excel extension<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Keynetix<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

1.3<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Excel extension for the automatic generation of graphics of geotechnical data <\/span><\/span><\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n

\r\n

EXPRS<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

JEAN LUTZ<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

1.14<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Pressuremeter data management<\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n

\r\n

EXEPF<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

JEAN LUTZ<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

5.04<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Pressuremeter data presentation<\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n

\r\n

INCLI2<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

SISGEO<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

5.00<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

Inclinometers data management<\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n

\r\n

ExpertGPS<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

TopoGrafix<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

4.69<\/span><\/span><\/p>\r\n<\/td>\r\n

\r\n

GPS mapping software<\/span><\/span><\/p>\r\n<\/td>\r\n<\/tr>\r\n<\/tbody>\r\n<\/table>\r\n\u00a0\r\n\r\n[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section]","_et_gb_content_width":"","footnotes":""},"class_list":["post-2392","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/geostandsa1.gr\/de\/wp-json\/wp\/v2\/pages\/2392","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/geostandsa1.gr\/de\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/geostandsa1.gr\/de\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/geostandsa1.gr\/de\/wp-json\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/geostandsa1.gr\/de\/wp-json\/wp\/v2\/comments?post=2392"}],"version-history":[{"count":0,"href":"https:\/\/geostandsa1.gr\/de\/wp-json\/wp\/v2\/pages\/2392\/revisions"}],"up":[{"embeddable":true,"href":"https:\/\/geostandsa1.gr\/de\/wp-json\/wp\/v2\/pages\/2320"}],"wp:attachment":[{"href":"https:\/\/geostandsa1.gr\/de\/wp-json\/wp\/v2\/media?parent=2392"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}