div class=ts-pagebutton class=gotoPage data-page=1Page 1button div class=ts-imagea href=https:reader040vdocumentssitereader040viewer20220412095d67738888c993d4378b69d7html5page1jpg target=_blank img data-url=geotehnicpdf-conform-stas-33002-85-pct-b-2-si-b22-admitand-un-400htmlpage=1 data-page=1 class=ts-thumb lazyload alt=Page 1: geotehnicpdf · Conform STAS 33002-85 pct-B-2 si B22 admitând un = 400 kPa la adâncimea de -200 m pentru o lätime de 100 m penfru care s-au apreciat urmätoarele valori loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader040vdocumentssitereader040viewer20220412095d67738888c993d4378b69d7html5thumbnails1jpg width=140 height=200 adivdivdiv class=ts-pagebutton class=gotoPage data-page=2Page 2button div class=ts-imagea href=https:reader040vdocumentssitereader040viewer20220412095d67738888c993d4378b69d7html5page2jpg target=_blank img data-url=geotehnicpdf-conform-stas-33002-85-pct-b-2-si-b22-admitand-un-400htmlpage=2 data-page=2 class=ts-thumb lazyload alt=Page 2: geotehnicpdf · Conform STAS 33002-85 pct-B-2 si B22 admitând un = 400 kPa la adâncimea de -200 m pentru o lätime de 100 m penfru care s-au apreciat urmätoarele valori loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader040vdocumentssitereader040viewer20220412095d67738888c993d4378b69d7html5thumbnails2jpg width=140 height=200 adivdivdiv class=ts-pagebutton class=gotoPage data-page=3Page 3button div class=ts-imagea href=https:reader040vdocumentssitereader040viewer20220412095d67738888c993d4378b69d7html5page3jpg target=_blank img data-url=geotehnicpdf-conform-stas-33002-85-pct-b-2-si-b22-admitand-un-400htmlpage=3 data-page=3 class=ts-thumb lazyload alt=Page 3: geotehnicpdf · Conform STAS 33002-85 pct-B-2 si B22 admitând un = 400 kPa la adâncimea de -200 m pentru o lätime de 100 m penfru care s-au apreciat urmätoarele valori loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader040vdocumentssitereader040viewer20220412095d67738888c993d4378b69d7html5thumbnails3jpg width=140 height=200 adivdivdiv class=ts-pagebutton class=gotoPage data-page=4Page 4button div class=ts-imagea href=https:reader040vdocumentssitereader040viewer20220412095d67738888c993d4378b69d7html5page4jpg target=_blank img data-url=geotehnicpdf-conform-stas-33002-85-pct-b-2-si-b22-admitand-un-400htmlpage=4 data-page=4 class=ts-thumb lazyload alt=Page 4: geotehnicpdf · Conform STAS 33002-85 pct-B-2 si B22 admitând un = 400 kPa la adâncimea de -200 m pentru o lätime de 100 m penfru care s-au apreciat urmätoarele valori loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader040vdocumentssitereader040viewer20220412095d67738888c993d4378b69d7html5thumbnails4jpg width=140 height=200 adivdivdiv class=ts-pagebutton class=gotoPage data-page=5Page 5button div class=ts-imagea href=https:reader040vdocumentssitereader040viewer20220412095d67738888c993d4378b69d7html5page5jpg target=_blank img data-url=geotehnicpdf-conform-stas-33002-85-pct-b-2-si-b22-admitand-un-400htmlpage=5 data-page=5 class=ts-thumb lazyload alt=Page 5: geotehnicpdf · Conform STAS 33002-85 pct-B-2 si B22 admitând un = 400 kPa la adâncimea de -200 m pentru o lätime de 100 m penfru care s-au apreciat urmätoarele valori loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader040vdocumentssitereader040viewer20220412095d67738888c993d4378b69d7html5thumbnails5jpg width=140 height=200 adivdivdiv class=ts-pagebutton class=gotoPage data-page=6Page 6button div class=ts-imagea href=https:reader040vdocumentssitereader040viewer20220412095d67738888c993d4378b69d7html5page6jpg target=_blank img data-url=geotehnicpdf-conform-stas-33002-85-pct-b-2-si-b22-admitand-un-400htmlpage=6 data-page=6 class=ts-thumb lazyload alt=Page 6: geotehnicpdf · Conform STAS 33002-85 pct-B-2 si B22 admitând un = 400 kPa la adâncimea de -200 m pentru o lätime de 100 m penfru care s-au apreciat urmätoarele valori loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader040vdocumentssitereader040viewer20220412095d67738888c993d4378b69d7html5thumbnails6jpg width=140 height=200 adivdivdiv class=ts-pagebutton class=gotoPage data-page=7Page 7button div class=ts-imagea href=https:reader040vdocumentssitereader040viewer20220412095d67738888c993d4378b69d7html5page7jpg target=_blank img data-url=geotehnicpdf-conform-stas-33002-85-pct-b-2-si-b22-admitand-un-400htmlpage=7 data-page=7 class=ts-thumb lazyload alt=Page 7: geotehnicpdf · Conform STAS 33002-85 pct-B-2 si B22 admitând un = 400 kPa la adâncimea de -200 m pentru o lätime de 100 m penfru care s-au apreciat urmätoarele valori loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader040vdocumentssitereader040viewer20220412095d67738888c993d4378b69d7html5thumbnails7jpg width=140 height=200 adivdivdiv class=ts-pagebutton class=gotoPage data-page=8Page 8button div class=ts-imagea href=https:reader040vdocumentssitereader040viewer20220412095d67738888c993d4378b69d7html5page8jpg target=_blank img data-url=geotehnicpdf-conform-stas-33002-85-pct-b-2-si-b22-admitand-un-400htmlpage=8 data-page=8 class=ts-thumb lazyload alt=Page 8: geotehnicpdf · Conform STAS 33002-85 pct-B-2 si B22 admitând un = 400 kPa la adâncimea de -200 m pentru o lätime de 100 m penfru care s-au apreciat urmätoarele valori loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader040vdocumentssitereader040viewer20220412095d67738888c993d4378b69d7html5thumbnails8jpg width=140 height=200 adivdivdiv class=ts-pagebutton class=gotoPage data-page=9Page 9button div class=ts-imagea href=https:reader040vdocumentssitereader040viewer20220412095d67738888c993d4378b69d7html5page9jpg target=_blank img data-url=geotehnicpdf-conform-stas-33002-85-pct-b-2-si-b22-admitand-un-400htmlpage=9 data-page=9 class=ts-thumb lazyload alt=Page 9: geotehnicpdf · Conform STAS 33002-85 pct-B-2 si B22 admitând un = 400 kPa la adâncimea de -200 m pentru o lätime de 100 m penfru care s-au apreciat urmätoarele valori loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader040vdocumentssitereader040viewer20220412095d67738888c993d4378b69d7html5thumbnails9jpg width=140 height=200 adivdivdiv class=ts-pagebutton class=gotoPage data-page=10Page 10button div class=ts-imagea href=https:reader040vdocumentssitereader040viewer20220412095d67738888c993d4378b69d7html5page10jpg target=_blank img data-url=geotehnicpdf-conform-stas-33002-85-pct-b-2-si-b22-admitand-un-400htmlpage=10 data-page=10 class=ts-thumb lazyload alt=Page 10: geotehnicpdf · Conform STAS 33002-85 pct-B-2 si B22 admitând un = 400 kPa la adâncimea de -200 m pentru o lätime de 100 m penfru care s-au apreciat urmätoarele valori loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader040vdocumentssitereader040viewer20220412095d67738888c993d4378b69d7html5thumbnails10jpg width=140 height=200 adivdiv