Category Archives: Geotechnical

What are Blowing Sands?

Where I First Heard the Term “Blowing Sands”

This page is written by Will. I am am Geologist (amongst other things) and I also worked on Land Based Drilling Rigs for about a year in my 20’s. Some of the rigs I worked on were shell and auger rigs, and it was working with this sort of equipment that I first heard the term “blowing sands”.

What do Blowing Sands Look Like

Blowing sands do not look overly different to any other sand although if you were to pick up some in your hand there would they would be wet.  In order to blow sands need to be in a mixture with water or other fluid (should also bear in mind that is entirely possible for Sands to blow as a result of gases although this is much more rare) but in short they look similar to the wet sand which you might scoop up along the shoreline at a beach.

How do Blowing Sands Behave

In order to understand why blowing sands are named as such we must first have a little bit of an understanding of how a shell auger drilling rig works.

When drilling through sand it is typical to drill or bore an initial hole. After a while the sides of the hole will start to collapse, and it is then that you hammer in some casing. This casing is a steel tube which is a slightly larger diameter than the cutting tool that you might be using.

As you drill (or bore) the hole deeper and deeper and hammer further casing down further and further you will eventually reach the water table and this is where you are most likely to encounter blowing sands.

Sands mixed with water when exposed to vibrations will very often behave as a liquid, the sand water mixture combined with the vibration of the cutting tool will become liquid and it will “blow” back up inside the casing. One minute you’re at 10 meters depth and the next minute you’ll hole is only 6 meters deep, because the sand and water mix is flowed up (blown) inside the casing and then set solid again so this is why drillers call blowing sands as such: because they blow back up inside the casing when given a certain set of conditions.

The liquefaction process is caused by water or air being forced in between the grains of the sand (from vibrations or pumped water) and reducing the friction between them, to the point where it can flow.

Search Terms

When the vibration is added and the solid becomes a liquid this in geological terms is a process known as liquefaction it can happen on a very large scale during an earthquake when buildings or other heavy loads, that our built on sandy soils. The wet soils and the shaking of the ground can cause the sands to liquefact and the buildings literally starts sinking to the ground so it’s quite an interesting topic . It can also cause less dense items in float, as shown in the below video.

In the context of geo hazards you will also see the term running sands. “Some rocks can contain loosely packed, sandy layers that can become fluidised by water flowing through them. Such sands can ‘run’, removing support from overlying buildings and causing potential damage.”.

So if you were advancing a borehole through either of the above “soils”, it would quite likely “blow”. Drillers find this very annoying as it can undo a couple of hours work, and many drillers get paid for the depth of the hole they are drilling, you might find that they add on additional words at the beginning of the phrase such as “f***ing blowing sands” etc etc.

Site Investigation – Bristol

Site Investigation – Bristol

Just to the south of Bristol actually in Thornbury!

This was a geotechnical investigation. We needed to provide geotechnical information for foundation design.

The site was to the left (or west) of a establishes educational site . The coring went well, and there was good core recovery, once we were in competent rock.

The results will be written up in a report, with load bearing calculations provided to the client.

If you require a site investigation in Bristol, London, Exeter or elsewhere please give us a call and we will get it sorted out for you.

Site Investigation Bristol

Site Investigation Bristol

Southwest Environmental Limited were commissioned to undertake a reduced scope geo-environment assessment at a site in Bristol. The investigation was retrospective in that construction work had already started.

Bristol City Council  are one of the few council nationally who will accept a reduced scope investigation for geo environmental risk assessment. Ordinarily it is required to take a high frequency of samples even of smaller sites, often including ground gas investigations including deep boreholes which can prove very costly. The cost of such investigations when considering build costs for smaller projects can be approaching 10% of project value, which is some cases in inhibitive.

Below is a panoramic photograph of the site at the time of the investigation. The bedrock has been exposed to some depth by excavations for the foundations. You can clearly see the angle of the bedding and the more coal rich bed to the left of the photograph.

Photograph of Outcrop (or Incrop!)

Just 2 samples were requested by Bristol Site Council. This is a very low number. The samples retrieved showed no exceedances of established “safe” levels. Although Total Organic Carbon Levels in one sample were above those mentioned in CIRIA guidance, likley owing to the presence of coal.

The whole of Bristol is now considered a brown field area. This may seam an overreaction, but SWEL have been surprised by contamination found on “innocent” looking sites in the past. Despite best efforts to categorise a site as low risk without soil sampling it is often the case that if SWEL are pushed to investigate, post Phase 1 Desktop Study will find high levels of some contaminants.

BRE 365 Soak-Away Report – Brinkworth, Chippenham

BRE 365 Soak-Away Report – Brinkworth, Chippenham

On site geology is the Oxford Clay Formation. Which is described as:
“Silicate-mudstone, grey, generally smooth to slightly silty, with sporadic beds of argillaceous limestone nodules.”
BGS Borehole 398037 which is situated to the south west of site shows considerable thicknesses of Clay, extended to the base of the borehole at 44.81 mBGL.
BGS describe the Oxford clay formation as being blocky and fissile in certain areas, so there is potential the clay in to pervious (support of flow through fissures) in certain localities.
Trial pits showed varying thicknesses of made ground resting over the Oxford Clay. 
Site works comprised of 2no. trial pits with soak away tests conducted in each on. The positioning of these pits were sited in anticipation of a fairly large soak away being required. Clay typically being assumed to have a low infiltration rate.
Holes were dug using an excavator, with care being taken to keep the side vertical. This is important so as to be able to deduce an accurate volume, and pit internal surface area. 
The location of the pits can be viewed on the location plan in Appendix 1. Dimensions of the trial pits were chosen so as to representative of the final soak-away. Trial pit dimensions can be seen on the Trial Pit Log sheets in Appendix 3.
Calculations show that based on a 1 in 10 year rainfall event, allowing for a 20% increase in rainfall events owing to climate change, that a trench or pit soak-aways could provide adequate infiltration drainage for surface water from the proposed development. Results from Trial Pit 1 are adopted as a worst case scenario.
Detailed Calculations – To BRE 365

BS9530 –  Logging of Trial Pits

Geotechnical Investigation Belluton near Bristol

Geotechnical Investigation Belluton near Bristol 

In support of some road stabilisation work SWEL have carried out a geotechnical investigation at Belluton near Bristol.

Despite tight access, drilling works started in a timely fashion, with recovered of some excellent core samples. Holes were advanced to a depth of 15 meters, with dynamic sampling in soils and weathered rocks, and coring in rock proper.

Dynamic Samples from Ground Level in c. 3 Meters Depth

Core Samples from Weathered Rock Head

Close Up of  Core Fragment

SPT results and disturbed samples from Soils. 

The investigation is to provide data for a cutting for road widening. The rock seems very competent, but soil nails are proposed for further strengthening. Samples were tested for aggressive ground characteristics, and a variety of classification and strength tests.

Geotechnical Investigation Bristol

Site Investigation Bristol

Site Investigation Bristol

Acting on instruction from a property owner in Bristol. Southwest Environmental Limited are currently undertaking a Geo-environmental site investigation in Bristol.

The site is an dis-used petrol filling station, there are concrete filled tanks on site, and various buildings with above ground tanks and assicoated storage.

Site Investigation Bristol – Buried Services and Pipework were Present

Site Investigation Bristol – Site Works were completed in One Day

The site works were undertaken in December 2015, with reporting no being progressed.

A full report will be prepared to collate finding of investigation and to compare soil quality against various guide values. 

Site Investigation Bristol

Geotechnical Investigation & Design for Solar Park – Somerset

Geotechnical Investigation & Design for Solar Park – Somerset

A renewable energy company approached Southwest Environmental as they were concerned that transformer bases incorporated within a new solar park in Somerset were sufficient to meet structural loading.

The solar park which extends to approximately 12 hectares was well under construction with the majority of panels installed, and the transformer bases constructed.

The site was heavily trafficked and access was difficult

 

most of the solar panels were already installed

 

lots of solar panels just what the UK needs

 

again – a large number of solar panels

The site was on the peats and silts of the Somerset levels, these are very challenging areas in which to build, with soils typically exhibiting very low strength values, and owing to the thickness of they superficial silts are infeasible for piled foundations.

Using an established method for the determination of soil strengths SWEL found that the proposed structural loading was very similar to the max allowable loadings for the soil conditions encountered on site. To that end a program of monitoring was suggested for a period of 18 months to span a wet season, and observed for movement, as a secondary option a piled foundation solution was recommended.

The above work was turned around with a 15 day working window, with sampling, dynamic probing, laboratory analysis and reported delivered within a tight time frame.

Geotechnical Somerset

Geotechnical Investigation Bristol

Geotechnical Investigation Bristol

SWEL were engaed to undertake a geotechnical investigation within an existing reatial unit, structural engineers required ground data so as to construct a mezzanine floor.

There was restrict access on site but with the help of an expert crew from Stunt Drilling Services,  3 rotary boreholes were advanced 10 meters below ground level in to the Sandstones and Coal measures that underlie the site.

Core recovery improved with depth, and rock core logging was used to give empirical rock mass strength estimates.

Below is a video of site works (drilling rig) underway.

Running a drilling rig in a building can cause a build up of fumes and as such an extractor system was used to suck exhaust gas outside the building via lots of ducting.

Site Investigation Bristol

Geotechncial Consultants Bristol