1 00:00:00,315 --> 00:00:03,138 (dramatic music) 2 00:00:03,138 --> 00:00:05,790 (logo whooshing) (text whooshing) 3 00:00:05,790 --> 00:00:07,860 - [Narrator] Soil improvement is crucial 4 00:00:07,860 --> 00:00:10,650 for building retaining walls and embankments 5 00:00:10,650 --> 00:00:12,930 on areas with compressible soils. 6 00:00:12,930 --> 00:00:15,240 However, selecting the right technology 7 00:00:15,240 --> 00:00:17,640 to achieve this can be challenging. 8 00:00:17,640 --> 00:00:19,890 The University of Texas at San Antonio 9 00:00:19,890 --> 00:00:22,230 and the Texas Department of Transportation 10 00:00:22,230 --> 00:00:24,210 researched construction methods, 11 00:00:24,210 --> 00:00:27,330 such as preloading and lightweight fills, 12 00:00:27,330 --> 00:00:30,540 to compile data and analyze time and cost for crews 13 00:00:30,540 --> 00:00:32,220 based on settlement criteria. 14 00:00:32,220 --> 00:00:36,960 - Consolidation settlement is when you place a load 15 00:00:36,960 --> 00:00:40,230 on a soil that's compressible, it'll consolidate. 16 00:00:40,230 --> 00:00:45,120 So, that load will actually produce a downward settlement 17 00:00:45,120 --> 00:00:48,750 in the material that's sitting underneath that embankment 18 00:00:48,750 --> 00:00:50,310 or that retaining wall. 19 00:00:50,310 --> 00:00:52,260 - So, to stop this issue, 20 00:00:52,260 --> 00:00:55,770 typically we have to make the soil stronger 21 00:00:55,770 --> 00:00:58,290 before we build an embankment on top of it. 22 00:00:58,290 --> 00:01:00,750 So, the question we ask ourself is 23 00:01:00,750 --> 00:01:03,480 how strong we need to make our soil 24 00:01:03,480 --> 00:01:05,010 to make a (indistinct) settlement 25 00:01:05,010 --> 00:01:07,740 between the bridge and the roadway acceptable. 26 00:01:07,740 --> 00:01:09,480 Bridges generally is supported 27 00:01:09,480 --> 00:01:11,670 by strong concrete foundation, 28 00:01:11,670 --> 00:01:15,390 which will settle less during the service life. 29 00:01:15,390 --> 00:01:19,020 And on the other hand, a roadway is supported by embankment, 30 00:01:19,020 --> 00:01:22,770 which is typically built directly on top of soil. 31 00:01:22,770 --> 00:01:24,180 Soil gonna settle more. 32 00:01:24,180 --> 00:01:26,730 - Settlement, especially along our coastal regions, 33 00:01:26,730 --> 00:01:29,103 is a fairly prolific issue. 34 00:01:30,120 --> 00:01:31,530 But it's one that, you know, 35 00:01:31,530 --> 00:01:35,880 when spread over a large area, can be a costly one as well. 36 00:01:35,880 --> 00:01:37,860 So, it becomes very important for us 37 00:01:37,860 --> 00:01:40,500 to be able to characterize the issue 38 00:01:40,500 --> 00:01:42,960 and do a better job of determining 39 00:01:42,960 --> 00:01:45,390 when it is a problem and when it isn't, 40 00:01:45,390 --> 00:01:47,730 because it has very heavy cost implications. 41 00:01:47,730 --> 00:01:50,070 So, part of the project was to be able to kind of determine 42 00:01:50,070 --> 00:01:53,970 what the general state of practice was across the country, 43 00:01:53,970 --> 00:01:56,280 to be able to determine what settlement criteria to pick, 44 00:01:56,280 --> 00:01:57,540 because from that standpoint, 45 00:01:57,540 --> 00:02:00,990 it's a serviceability check. 46 00:02:00,990 --> 00:02:02,400 So, it's something that, 47 00:02:02,400 --> 00:02:04,350 you know, whenever you see like a bump 48 00:02:04,350 --> 00:02:06,630 at the beginning of the bridge or something like that, 49 00:02:06,630 --> 00:02:08,790 those are the types of things that we're trying to avoid. 50 00:02:08,790 --> 00:02:12,300 - This project has a potential of implementation 51 00:02:12,300 --> 00:02:17,300 because we develop a certain design procedure and guideline. 52 00:02:17,490 --> 00:02:20,340 So, to have this guideline 53 00:02:20,340 --> 00:02:24,540 and design procedure implemented across the state, 54 00:02:24,540 --> 00:02:28,990 and we need to gather information for the users 55 00:02:30,390 --> 00:02:32,700 across the state and then get feedback 56 00:02:32,700 --> 00:02:35,430 and then improve the procedure 57 00:02:35,430 --> 00:02:38,310 to better fit into the (indistinct) practice. 58 00:02:38,310 --> 00:02:41,550 - From our standpoint, the next implementation step is 59 00:02:41,550 --> 00:02:44,610 to work on setting policy. 60 00:02:44,610 --> 00:02:47,340 So, our group does set design policy 61 00:02:47,340 --> 00:02:51,480 for geotechnical structures. 62 00:02:51,480 --> 00:02:53,970 And so, this equips us to better make better decisions 63 00:02:53,970 --> 00:02:55,140 with regards to, you know, 64 00:02:55,140 --> 00:02:58,410 what items we need to add, 65 00:02:58,410 --> 00:03:01,290 and also kind of equips us to help consultants 66 00:03:01,290 --> 00:03:03,720 and help ourselves make decisions on how 67 00:03:03,720 --> 00:03:06,330 to implement settlement mitigation measures, 68 00:03:06,330 --> 00:03:07,530 and also whether or not they need 69 00:03:07,530 --> 00:03:09,240 to be included in a given project, 70 00:03:09,240 --> 00:03:11,670 how it would end up affecting our structures to kind 71 00:03:11,670 --> 00:03:13,740 of avoid, you know, having to go back 72 00:03:13,740 --> 00:03:17,040 and do, you know, additional maintenance after the fact. 73 00:03:17,040 --> 00:03:18,270 - [Narrator] For more information 74 00:03:18,270 --> 00:03:20,610 and to find the publication for this project, 75 00:03:20,610 --> 00:03:22,950 please visit the TxDOT Research Library 76 00:03:22,950 --> 00:03:24,153 at the link shown below.